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7098_SITE PLAN- PREMIER PARKS- WATER PARK EXPANSION-MAIN ST.
� �o� g Side Pla,� Q�e�mie� �a �- I�S W (�-.Q,�' Qa� < Ex�.nsian V�1G;i� Sf��,{ 7a 9� TowN OF AGAWAM 0 INTEROFFICE y r 1� MEMORANDUM 0 MPy� To: Planning Board CC: VRI-',, File From: Engineering Division Date: February 25, 1999 Subject: Riverside Park 1999 Island Kingdom Expansion - SP 306 We have received revised Storm Drain Calculations for the Island Kingdom Expansion on February 24, 1999. The revised calculations coincide with the most recent plans of the parks expansion dated February 10, 1999. We approve the submitted calculations. Comment No. I(listed below) from our memo dated February 18, 1999 still applies. 1.) We are still waiting for a plan that shows the existing drainage system at Riverside Park, east of Main Street. VHB said that they will address this matter at a later date and that the 6" sanitary sewer force main and electrical conduit will be added to the plans that is within the sewer easement south of the Water Park Expansion. If you have any questions please do hesitate to contact our division. ncerely, Since.relyo ame5 T. Daley, P.E. Van ICa�UydT1na1-Ci5 Town Engineer Civil Ergineer I h:kngineer\sp\305\1 3.wpd 7aW MEMO TO: Engineering Department FROM: Planing Board DATE: February 10, 1999 SUBJECT: Water Park Expansion - Riverside Park We have been informed that VHB has satisfied your concerns with the Water Park Expansion at Riverside Park. Please advise the Board in writing prior to their February 18' meeting. Thank you. DSD:prk TOWN OF AGAWAM �r 36 MAIN STREET AGAWA\-1, "vi-ASSACHUSETTS 01001 Tel. 413-f 86-0400 February 23, 1999 co --- w c Tim Black 7K, General Manager = Riverside Park w 1623 Main Street Agawam, MA 01001 Dear Mr. Black: At its duly called meeting held on February 18, 1999, the Agawam Planning Board voted to approve the revised Site Plan entitled"Riverside.Park, Agawam, Massachusetts, Parking Plan" prepared by Vanasse Hangen BrustWi, Inc. and dated January 19, 1999. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk Engineering Building VHB File TOWN OF AGAWAM 0 INTEROFFICE MEMORANDUM To: Planning Board CC: VRK, File From: Engineering Division Date: February 18, 1999 Subject: Riverside Park 1999 Island Kingdom Expansion - SP 306 Per your request dated February 11, 1999 regarding the Water Park Expansion at Riverside Park, we approve the revised submitted plans " Riverside Water Attractions - Expansion, by Aquatic Builders, LTD., for Premier Parks, INC., scale 1" = 30' , dated February 10, 1999." We do have comments that we would like to have addressed. 1.) We are still waiting for a plan that shows the existing drainage system at Riverside Park, east of Main Street. VHB said that they will address this matter at a later date and that the 6" sanitary sewer force main and electrical conduit will be added to the plans that is within the sewer easement south of the Water Park Expansion. 2.) The new plans, dated February 10, 1999 do not reflect or coincide with the submitted drainage calculations that were submitted by Erdman, Anthony and Associates, Inc. which we received on February 4, 1999. These calculations have been reviewed and we approve them. We were going to suggest that the pipe sizes be increased but the new plans submitted by Aquatic Builders have done that. Drainage calculations should be submitted to match the newly submitted plans. Our division tallced to Jim Dunn from Aquatic builders on February 11, 1999 about this matter and he is supposed to get back to us about this matter. If you have any questions please do hesitate to contact our division. S' cer�T. Da l S' erel , es ley, P.E. Van annakis Town Engineer Civi ngineer I h:\engineeAAp1306\10.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: January 21, 1999 SUBJECT: Revised Site Plan - Riverside Park - Water Park Expansion .Please review and comment on the attached revised site plan for the Water Park Expansion at Riverside Park prior to tonight's meeting, if possible. Thank you. CRC/DSD:prk 7oqg' E MORT • New England's New SuperPark • January 29, 1999 Ref: 06229 Mr.James T. Daley,P.E. Engineering Division Town of Agawam 36 Main Street Agawam, MA 0 100 1 Re: Island Kingdom Waterpark Expansion Dear Mr. Daley: Riverside Park is in receipt of your written comments dated January 25, 1999 regarding stormwater drain calculations for the proposed Island Kingdom expansion. It is our intention to fully address all comments received to your satisfaction. Regarding comment#5,we have begun to gather the information you requested. Unfortunately, we do not have plans identifying the specific location, size, length,type,and slope of the stormwater system: We have conducted a field visit and can confirm that none of the drainage from the park is feeding into the state stormwater.system. We have commissioned a survey team to collect the field data and prepare plans depicting the location and specifics of the park's stormwater and sewer system. This information is necessary for master planning and permitting of future park expansions. We are committed to submitting the survey information depicting the stormwater system specifics to your office within six(6)weeks or by March 12, 1999. We hope that you understand our time constraints in gathering this information and recognize our efforts in addressing your comments. In the immediate future, we will be providing your office with responses to all other comments. It is our understanding that upon receipt of this letter,and satisfaction of all other comments except comment#5,you will report to Planning that we have met the Engineering departments requests,thereby allowing us to receive permits for construction of the waterpark expansion. It is our hope that you will find this approach satisfactory. Very truly yours, Tim Black FEB 0 5 1999 General ManagerNice President N , CC: Debbie Dachos • P.Q. Box 307, Agawam,MA 01001-0307 • (413) 786-9300 or 1-800-370-7488 • Fax (413) 789-29531- 70 9 7 1 TOWN OF AGAWAM O� 93 INTEROFFICE . MEMORANDUM �p� 0 To: Planning Board CC: VRK, File From: Engineering Division Date: January 25, 1999 Subject: Review of Storm Drain Calculations - Riverside Park 1999 Island IGngdom . Expansion - SP 306 We have reviewed the submitted Storm Drain Report for the Riverside Park Island IGngdom Expansion and we have the following comments: 1.) The type of storm for the northeast region of the country is a Type III storm, the submitted calculations were done using a Type IA storm. Calculations should be resubmitted using the correct storm type, Type III. 2.) The submitted calculations use 4.0 inches for 24 hours of rainfall in a 10 year storm, the amount of rainfall for a 10 year storm for 24 hours for this area is 4.6 inches. Calculations should be resubmitted using the correct amount of rainfall for a 10 year storm. The amount of rainfall for a 2 year storm is 3.0 inches and for a 100 year storm it is 6.5 inches. 3.) Pre and Post construction discharge rates have been provided for the 2 YR and 100 YR storms but there are not any calculations submitted to support the answers, calculations should be submitted. 4.) We would like to have a plan submitted of the area in its pre-construction state to so we can check the Curve Numbers and the Time of Concentration of the area. We would like the plan to consist of the pre-construction parking area which includes the number of spaces and the size of the existing spaces so we can check to see if the number of spaces have been provided in the proposed parking area near the Rollerway. k Page 2. 0 SP 306 ` January 25, 1999 5.) We would like to have a plan submitted that shows the outfall of this drainage system and the drain lines running through the park leading from the proposed drain lines to the Connecticut River. Pipe size, length, type and slope should be included, and inverts and rim elevations of the structures. Die tests can be done to accomplish this. This would ensure that none of the drainage is going into the states system and the total drainage system can be checked for damage in lines and sizing. When the following information has been submitted then our department can finish reviewing the storm drain calculations. If you have any questions please do not hesitate to contact our division. Sincerely, Sincerely, i James T. Daley, P.E. Van oy nakis Town Engineer Civi Engineer I h:'vcn&cetNsp\306\07.wpd l II it it i ri r f! I Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services YM505 East Columbus Avenue Springfield,MA 01105 Phone: (413)747-7113 Fax: (413)747-0916 To: Agawam Planning Board Date: January 20, 1999 Project No.: 0622900 From: Jeff Pechulis Re: Riverside Park Waterpark Expansion Please find enclosed seven copies of the revised parking lot plan for the above-referenced project. These plans reflect the following requested changes from the Planning Board: ➢ Landscaping Plan ➢ Exit Driveway Lane Striping ➢ Separated Pedestrian Walkway ➢ Location of Electrical Pad ➢ Estimated Easement Lines D ' fir•, Maspr\Projem\06229\dots\memos\Agawam Plan.1-20-99 • • !� A G� a TOWN OF AGAWAM 36 NiA.IN STREET AGAWAMM. M..kSSACHUSETTS 01001 y�o Tel. 413-7�36-0400 �q�p AGAWAM PLANNING BOARD January 11, 1999 Kieran Burke Premier Parks 122 East 42°d Street 49'h Floor New York, NY 10168 Dear Mr. Burke: At its duly called meeting held on January 7, 1999, the Agawam Planning Board voted to approve the Site Plan entitled"Riverside Park, Agawam, Massachusetts, Local Permits, Parking Plan" prepared by Vanasse Hangen Brustlin, Inc. and dated January 4, 1999 with the following conditions: 1. The walkway shown running along the south and west side of the water park expansion must be separated from the travel way by landscaping or curbing. 2. The Ianes exiting the east side parking shall be clearly delineated by pavement markings. 3. A Request for a Determination of Applicability shall be filed with the Agawam Conservation Commission. 4. A detailed landscaping plan shall be submitted showing location, size and species of plants to be used. 5. The applicant shall meet with the appropriate town departments to determine the number of restroom facilities which must be constructed. 6. The comments raised by the Town Engineer in his memo dated January 7, 1999 and attached are to be addressed. Three sets of the revised plans are to be submitted to the Planning Board prior to the January 21, 1999 meeting. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, a� Dennis Hopkins, Acting Chairman Agawam Planning Board cc: Mayor VHB Conservation Building Engineering File TOWN OF AGAWAM INTEROFFICE MEMORANDUM MPy' To: Planning Board CC: VRK, File From: Engineering Division Date: January 7, 1999 Subject: Site Pan - Riverside Park 1999 Island Kingdom Expansion - SP 306 Per your request dated January 5, 1999 we have reviewed the set of plans entitled, " Riverside Water Attractions - Expansion, by Aquatic Builders, LTD., for Premier Parks, INC., scale - varies, dated January 4, 1999 " and we have the following comments: 1.) Our office received the set of plans for the water park expansion on January 5, 1999 late in the afternoon. The Planning Board meeting for this project will be held on January 7, 1999. This is an insufficient amount of time to make a complete and overall review of this project. 2.) A storm drain permit will be required. Roughly +/- 3.5 acres of the parks land will be changed with this expansion. Drainage calculations should be submitted. It would be practical to do a drainage study of the parks land of the east side of Route 159 (Main Street) with all of the future expansion being considered and compare it to existing conditions, then only one storm drain permit will be necessary instead of additional storm drain permits with every future expansion. 3.) The following note should be added to the site plan, " Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, at (413) 786-0400 ext. 275 - 278. No piping/appurtenances will be installed or bacicfilled without the permission of the division. " 4.) On sheet 2.A.1 of the submitted plans it says, " Refer to parking lot plans Page 2. SP 306 January 7, 1999 prepared by VHB for parking lot modifications. " Our office received this plan on January 7, 1999. This is an insufficient amount of time to review this plan. At this time we will point out that the sanitary sewer easement should be shown on the plan (located just south of the expansion, running easterly from Main St. to the Pump Station). There is a 10' Iandscape buffer that might possibly be on the easement,we do not want any trees or shrubs to be planted in this area it should only be loamed and seeded. We prefer that the 10' pedestrian walkway to be bituminous concrete. Please add a North arrow. The exit driveway should be labeled for interim use only. Our office is waiting for a final plan that eliminates all parking east of Main Street (Route 159) for the park. We will address any other necessary comments regarding this plan at a later date. 5.) A landscaping plan should be included with these plans which will show the variety of plantings that will be used such as trees, shrubs, etc. or if labeled landscaped areas are to be loamed and seeded. 1f any area that is existing pavement will be changed to a landscaped area than at least 6" of topsoil should be provided in the area where pavement will be removed. 6.) Any exterior lighting that will be proposed should be shown on the plan. 7.) The proposed sanitary sewer on sheets 2-C-1 and 2-C-2 does not show the diameter or slope of the proposed line, this should be included on the plan. The proposed sanitary sewer manholes do not show rim elevations or invert elevations, these should be included on the plan as well. Calculations should be submitted on the amount of backwash water they will be discharging and sewage flow of all new construction to see if a sewer extension permit is required, otherwise submit existing DEP sewer permit. 8.) On sheets 2-C-1 and 2-C-2 it shows a 3" water line and a 4" sanitary sewer line coning together at a point. Our division is not sure what this is and it should be removed. 9.) On sheets 2-C-I and 2-C-2 the 22.5° bend shown for the proposed waterline is not needed. The pipe can be deflected to go from the tee to the proposed filter building. 10.) On sheets 2-C-I and 2-C-3 the collected stormwater run-off layout does not show where it will finally be discharged. This should be added to the plan whether it is going into the State's System in Route 159 or to a nearby stream or the Connecticut River. Depending on the location of the discharge, it might require Page 3. SP 306 January 7, 1999 a Notice of Intent. The following changes should be made to sheet 2-C-4. 11.) The Hydrant Detail - The town will supply the correct detail (attached). 12.) The Thrust Restraint Detail - The town will supply the correct detail (attached). 13.) The Sewer Manhole Detail - The town will supply the correct detail (attached). 14.) A Tee Wye can be used for building sewer connections or where needed EJP K 3 flexible sewer saddle or equal can be used on existing sanitary sewer lines. 15.) The submitted water service detail is not legible. 16.) Referring to the water/sewer crossing detail sanitary sewer lines should not cross above the water main in any case, this detail should be taken off the plans. In any event, if this problem occurs the Town Engineer should be contacted. 17.) The sewer / water trench detail should note that the sanitary sewer line should have 6" of 3/4" crushed stone above and below the pipe for embedment material and a note should be included that trenches should be compacted to correct density and backfilled in lifts. 18.) In regards to the sanitary sewer notes, the gravity sewer line shall be (PVC) SDR 35. A copy of the Town of Agawam's sewer materials and specifications list has been attached. 19.) In regards to the water utility notes, water mains should be ductile iron, class 52, cement lined, tyton push-on joints.. A copy of the Town of Agawam's water materials and specifications list has been attached. There should be a 5' minimum cover on all water mains. 20.) In regards to comments 17 and 18, we require adherence to our sewer standards, since faulty construction can result in excess inflow, adversely affecting the Town &z Regional Wastewater Treatment Facility. 21.) We do not prefer or recommend the type of drainage system that has been designed for the expansion of the water park. We would rather see precast concrete catch basins with sumps and drain manholes, since it is not the town's Page 4. SP 306 January 7, 1999 responsibility for the maintenance and operation of the drainage system in the park, we do not insist on these drainage materials. We recommend grit separators be placed at every storm drain pipe leaving the property line in order to ensure proper operation of the drainage system in Main Street. Although Main Street (Route 159) is under state control, because of the Iarge amount of traffic, Agawam is dependent on the use of the street and it would be for our own interest that the grit separators be placed in the drain lines to ensure the drainage structures in Main Street will not get clogged up with silt which will lead to potential flooding. If in fact that this proposed drainage system is discharging into a local tributary or the Connecticut River the same problem will occur with large amounts of silts being added to the tributary or the river. This would have to be addressed in the Notice of Intent. 21.) The submitted plans have not been stamped by a Registered Massachusetts Professional Engineer and this is required. 22.) The submitted plans should include a North Arrow and a locus map. If you have any questions please do not hesitate to contact our division. Sincerely, Sincerely, l Tok - James T. Daley, P.E. Van I<acoy cis Town Engineer Civil Engi er I h.\cngineerlspl306106.wpd HYDRANT CONCRETE COLLAR SEE SPEC PLACE AROUND VALVE BOX PF40R TO FIHmi x PAVING. SEE CONC. t COLLAR DETAILS ■ ■ m � ASPHALT CURB ASPHALT PAVEMENT SEE DETAIL VALVE BOIL PLACE 1/'r GY. g' VAI.VE UK WASHED OR TYTON JMT . BROKEN ANT , I DRAIN FUMnUX FI1 0L L GASKS CASKET HYDRANT TEE r.1 •'.'rat S 01 NIPPLE x PE NO WHEN M nRANT IS WHO WORKING SPACE IS LIMITED. � OF THE dD LOKoCASKCr UNE AND APPROVED BY D.P.W NLJ. SHOE REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS Tn BE USED HERE 21' Cr OF PIPE ARE RESTRAMED (PRIOR TO REDUCER). HYDRANT DETAIL DRAWN ft Dw PROJECT SHT• NAME si tT. NO. DAB'2-5-'9e TOWN OF AGAWAM DWG. NO- 1 CONSTRUCnON STANDARDS HYDRANT DETAIL APPROVEID Erf. JTD €�� ____ BENDS IttS L� TCCs L. TEES L TEES L, BENDS L BENDS L BENDS t SENDS L 0• 4' 0' 12'xl2'x6• 7' 0' 12'xl2'xl2• 33' O' 6' If 1/4 2' 0' 6' 22 1/2 4' 0• 6. 45• e' 0' 6. 90' 1@, 0' 0' 1011al0'x8• 16' 0' 12'xl2'x8'1 13' 0' 8' 11 1/4 2' 0' d' 22 1/2 S' 0• B• 43, l0. 0• 8. 90• 24, 0' 8'wl1'x8' 20' 0' 10'x10'MIO• 2P 0' l2'xl2'x10' 22' 0' 10. 11 1/4 3' 0' 10' 22 1/0 6' 0' 10' 45' $' 0' l0• 90' 29' 0' 4,. rramIMIJ a 0rrn 1E• 11 1/4 3' 0' 12' 22 1/2 7' O' It, 45' 14. 0' 12• 90' 34. 0' �.xxwe wao aaawn rw ur. CES - HYDRANT BRANCH / TEES L TEES L. I TEES L TEES L /� 6•x6'x6' 20' 0• l0'x10'46' 12' 0' 12'x1E'x6' 10' 0•1 8'x6'x6' 1 15' 0' 1 � \\ �+ a,.aw u Whom two � W UVAN m or 46 an as L L 1 L• � _ PLAN REDUCERS PIPE REDUCTION SITE L • ® THRUST RESTRAINT PLAN IQ, To at 21' O' Q0 GATE VALVE Nt11 ES! 0' To 60 el' 0' THE ABOVE CONDITIONS ARE BASED 13H THE FOLLOWING MINIM ASSUMPTIONL. `�..W d��,rrd""�`�'"UM j It' CUNW II" DIFFER. CONTACT TOVN ENGINEER BEFORE PROCEDINCL Y4 �+A. DEPTH OF PIPE IS BRANCR THAN,THRfS GAR AE YERSttHANTpp�� Epp, TO FEET. I L C. LAYING C DIT oNS�ANII SO�L, SIMiIAR To THE FOl LOWING (TYPE 3). mwUphtly consolidated Sol = 4• nIn IQOse sou PLAN snit. SHALI. BE OPs SILTS OF MEDIUM TO LOW PLASTICITY WITH SAND OR GRAVEL. LL 4 50, 25 - SO X COARSE PARTICLES _t6 IHRU J S — KT.S. DRAWN BY, D MD REVISIONS PROJECT SHT. NAVE SHT. NO. DATE: 12-5-96 TOWN OF AGAWAM THRUST RESTRAINTS ewe, wo.: t _ _ _ CONSTRUCTION STANDARDS FIELD LOK GASKETS APPROVED n JTD STANDARD YANNd.E FRAME AND CUM SEE 2027.1 AND IC2S1 TO WCLNDE ^SE1118r r, 3Cr MIL ADA W TO GUM 11RH NO C65 DIAMCIER T1UN a- Am No YORE 1N/W it OF CCNCRETB M10 MASONRY. i v FRAME TO BE SET IN A SAL BED of MOffrAR Ystl FLAT SLAB TOP FOR SKALLCW YANHCLEi W-AL ALL JO 5 VM APPROVED 0 PRU ORYED ENT. JOINT FLLER —WaMUM 0.12 SO, iK CF SnM PER VWnCAL FWT. MACED ACCCROING TO AST11 SPEC F,CATZH C 47a 4�t1- DU. SEE JOINT DETAILS MAW a —!!AVERTED ARC 4 VEM HARD CLAY BRICK LAID ON I= 324 YAx r-A SI lF of S�iRIJCTt= TO BE 6- HEADERS LAID FLAT o L_� BfQC]C CHIPS OR O&WED STLNE AND MCR7AR 11�6 13 1- CLEAR P,PE tx/L or -4%-SEAL O 4 1 OR EQUAL � o B J ` 1 1 11a1 3- ML I I WIN 1 SECT,CN A-4 MANKME I 3- MIN DROP FRONT OE SCN C ASi IN WALL r JOINT OETAIL4 STANDARD SANITARY SEWER MANHOLE 202b1 I• - DRAWN 3y ONO PROJECT SHT. NAME SHT. N0."- a'TE-12-S-96 TOWN OF AGAWAM Om. Me.: 1 CONSTRUCTION STANDARDS MANHOLE — SANITARY SEWER APPRC VED BY! Jr0 Q 10W2i OF AGAHAM SEVaRMAIMAJA _SEWER MAI1V POLY-VINYL CHLORIDE - SDR 35 ASTM-D3034 BELL AND SPIGOT s 4" NENEM UM IN SIZE MAQM,ECOVER RAISED DIAMOND SURFACE DESIGN COVER TO READ "SEWER" IN 3" HIGH LETTERS 30" TYPE 'A'& U 202.8.1 WEIGHT =220 LBS COVER TO EQUAL TO "LEBARON L 32C 19" AMAWOLE FRAME 30" TYPE 'B'202.7.1 WEIGHT =281 LBS FRAME TO BE EQUAL TO "LEBARON LC 328" PREr-4ST CONCRETE MANHOLE SECTIONS ASTM C478 PRECAST REINFORCED CONCRETE 202.6.1 30" DIAMETER OPENING 5" THICK FOR 48" DIA., 6" THICK FOR 60" DIA, 7" THICK FOR 72" DIA. SECTIONS CONCRETE COMPRESSIVE STRENGH 3000 PSI AND NOT BEFORE 5 DAYS OF FABRICATION H2O LOADING PLUS THE WT. OF SOIL ABOVE 120 PCF 6" EXTENDED BASE 'FOPS TO BE ECCENTRIC CONE SECTIONS UNLESS SHALLOW COVER REQUIRES A FLAT TOP SECTION LESS THAN 4'. r KENT SEAL NO. 2 OR EQUAL "0" RING GASKETS ASTM C443 PAP �canC770NS "LOCK JOINT FLEXIBLE SLEEVE" CAST IN PRECAST BASE WITH STAINLESS STEEL STRAP WITH BMTKNOUS COAT KOR-N-SEAL JOINTS WITH STAINLESS STEEL CLAMP WITH BITUMINOUS COAT BRICK HARD CLAY UNIFORM BRICKS ASTM C32 FOR INVERTS, GRADE SM ASTM C32 FOR LEVELING FRAMES, GRADE MS RUNGS 14" WIDE WITH ABRASIVE STEP SURFACE DROP FRONT DESIGN CONFORMING TO OSHA REQUIREMENTS CAST ALUMINUM ALLOY 6061-T6 OR STEEL REINFORCED, COPOLYMER, POLYPROPYLENE, PLASTIC CLEANOUT COVER "NEENAH" R-7506 SERIES FLOOR BOX AND LID, OR EQUAL W/ S.S. CAP SCREW LID CLOSURE ENCASED 24" SQUARE CLASS "A" CONCRETE DOUSE 08MC77ONS 4" DIA. PVC SEWER PIPE AND FITTINGS TO BE ASTM D-3034 SDR- 35 ALL BENDS SHALL BE LONG SWEEP 1/4" /FT SLOPE MINN MUM LATERAL CONNECTIONS TEE WYE OR 45 DEG. TEE WYE WHERE NEEDED EJP K-3 FLEXIBLE SEWER SADDLE OR EQUAL RIGID PVC SDR 35 ASTM D-3034 SADDLES 3/4" CRUSHED STONE TOWN OF AGAW AM WATER MATERIALS WATER MAIN: . DUCTILE IRON CLASS 52 CEMENT LINED TYTON JOINT BRASS WEDGES y CHLORINATION - QUICK TABS OR LIQUID CHLORINE WATER MAIN FITTINGS: DUCTILE IRON CLASS 350 MJ W/RETAINER GLANDS OR TYTON W/FIELD-LOK GASKETS GATE VALVES: U. S. PIPE METROSEAL 250 STAINLESS STEEL BOLTS & NUTS OPEN LEFT. VALVE BOXES: 5'/," x 60", 2 PIECE SLIDING TYPE W/TOP FLANGE NO KNOBS, BELLED BASE HYDRANTS: U. S. PIPE METROPOLITAN KENNEDY GUARDIAN KSI-A MUELLER SUPER CENTURION 200 M. J. OR TYTON EPDXY COATED ELBOW 5'/." V.O., 53/2' BURY, OPEN LEFT, COLOR YELLOW 2 - 2%Z" OUTLETS, I - 4%=" OUTLET WATER SERVICES: COPPER TUBING TYPE "K" CORPORATIONS: BALL VALVE, CC THREAD x FLARE, N. E. THREAD (FORD B600 OR EQUAL) CURB STOPS: BALL VALVE, FLARE x FLARE, N. E. THREAD (FORD B22-333-NE OR EQUAL) COUPLINGS: FLARE x FLARE, N. E.-THREAD {FORD C22-33 OR EQUAL) CURB BOXES: 4'/' - 51/-_' ERIE BOX, 2 HOLE COVER, 30" ROD AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: January 7, 1999 DATE RECEIVED: January 5, 1999 DISTRIBUTION DATE: January 5, 1999 PLANNING BOARD MEETING DATE: January 7, 1999 APPLICANT INFORMATION 1. Name of Business: Riverside Park Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Kieran Burke, Premier Parks Address: 122 East 42"d Street, 49t' Floor, NY, NY 10168 Telephone: (212) 599-4690 3. Engineer: Vanesse Hangen Brustilin, Inc., Jeff Pechlis Address: 505 East Columbus Ave., Springfield, MA Telephone: (413) 747-7113 Aquatic Amusement Assoc., LTD, P.O. Box 648, One Aquatic Center Cohoes, NY 12047 PLAN REVIEW Scale: 1"=40' Date: January 4, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Site Plan Review Page 2 Title block does not contain street address, applicant's name and address, North point, and engineer's stamp. Description of Project: Proposed expansion to existing water park including new swimming pools and deck space. Description of Site: Site was originally a gravel and paved parking lot. Provision for Traffic Flow: Traffic exiting the parking lot on the east side of Main Street will be redirected around the water park expansion area. The curb cut on to Main Street will remain the same. Parking: The proposed water park expansion will result in the elimination of approximately existing 370 parking spaces. The former Rollerway property has been purchased and will be used for employee parking. Use of the Rollerway property will result in the addition of 400 spaces, thus a net increase of 30 spaces. The water parking expansion may result in the need for additional parking spaces. This issue should be addressed. Drainage: Drainage has not been adequately addressed. (See Engineering Comments) A more detailed drainage plan, prepared to Engineering, standards must be submitted. Public Utilities: See Engineering comments regarding sewer access. Landscaping/Screening and Buffers: A landscaping plan has not been submitted. Also the location of the pedestrian walk around the south and west side of the water park expansion should be separated from the traveled area by landscaping or other means. This can be done by decreasing the landscaped area between the pedestrian walk and the fence for the water park expansion. Sign Location: Not applicable. Exterior Lighting: Not provided. Rendering or Elevations O.K. Dumpster Location: Not applicable. Other Comments or Concerns: Please also note on the plans where the additional restroom facilities are to be placed. TOWN OF AGAWAM INTEROFFICE w y � �1 a MEMORANDUM IrED May To: Planning Board CC: VRK, pile From: Engineering Division Date: January 7, 1999 Subject: Site Pan - Riverside Park 1999 Island Kingdom Expansion - SP 306 a Per your request dated January 5, 1999 we have reviewed the set of plans entitled, " Riverside Water Attractions - Expansion, by Aquatic Builders, LTD., for i Premier Parks, INC., scale - varies, dated January 4, 1999 " and we have the following comments: 1.) Our office received the set of plans for the water park expansion on January 5, 1999 late in the afternoon. The Planning Board meeting for this project will be held on January 7, 1999. This is an insufficient amount of time to make a ' complete and overall review of this project. 2.) A storm drain permit will be required. Roughly +/- 3.5 acres of the parks land will be changed with this expansion. Drainage calculations should be submitted. It would be practical to do a drainage study of the parks land of the east side of Route 159 (Main Street) with all of the future expansion being considered and compare it to existing conditions, then only one storm drain permit will be necessary instead of additional storm drain permits with every future expansion. 3.) The following note should be added to the site plan, " Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, at (413) 786-0400 ext. 275 - 278. No piping/appurtenances will be installed or backfilled without the permission of the division. " 4.) On sheet 2.A.1 of the submitted plans it says, " Refer to parking lot plans Page 2. SP 306 January 7, 1999 prepared by VHB for parking lot modifications. " Our office received this plan on January 7, 1999. This is an insufficient amount of time to review this plan. At this time we will point out that the sanitary sewer easement should be shown on the plan (located just south of the expansion, running easterly from Main St. to the Pump Station). There is a 10' landscape buffer that might possibly be on the easement,we do not want any trees or shrubs to be planted in this area it should only be loamed and seeded. We prefer that the 10' pedestrian walkway to be bituminous concrete. Please add a North arrow. The exit driveway should be labeled for interim use only. Our office is waiting for a final plan that eliminates all parking east of Main Street (Route 159) for the park. We will address any other necessary comments regarding this plan at a later date. 5.) A landscaping plan should be included with these plans which will show the variety of plantings that will be used such as trees, shrubs, etc. or if labeled landscaped areas are to be loamed and seeded. If any area that is existing pavement will be changed to a landscaped area than at least 6" of topsoil should be provided in the area where pavement will be removed. 6.) Any exterior lighting that will be proposed should be shown on the plan. 7.) The proposed sanitary sewer on sheets 2-C-1 and 2-C-2 does not show the diameter or slope of the proposed line, this should be included on the plan. The proposed sanitary sewer manholes do not show rim elevations or invert elevations, these should be included on the plan as well. Calculations should be submitted on the amount of backwash water they will be discharging and sewage flow of all new construction to see if a sewer extension permit is required, otherwise submit existing DEP sewer permit. 8.) On sheets 2-C-1 and 2-C-2 it shows a 3" water line and a 4" sanitary sewer line coming together at a point. Our division is not sure what this is and it should be removed. 9.) On sheets 2-C-1 and 2-C-2 the 22.5° bend shown for the proposed waterline is not needed. The pipe can be deflected to go from the tee to the proposed filter building. v 10.) On sheets 2-C-1 and 2-C-3 the collected stormwater run-off layout does not show where it will finally be discharged. This should be added to the plan whether it is going into the State's System in Route 159 or to a nearby stream or the Connecticut River. Depending on the location of the discharge, it might require Page 3. SP 306 January 7, 1999 a Notice of Intent. The following changes should be made to sheet 2-C-4. i 11.) The Hydrant Detail - The town will supply the correct detail (attached). 12.) The Thrust Restraint Detail - The town will supply the correct detail (attached). 13.) The Sewer Manhole Detail - The town will supply the correct detail (attached). 14.) A Tee Wye can be used for building sewer connections or where needed EJP K 3 flexible sewer saddle or equal can be used on existing sanitary sewer lines. 15.) The submitted water service detail is not legible. 16.) Referring to the water/sewer crossing detail sanitary sewer lines should not cross above the water main in any case, this detail should be taken off the plans. In any event, if this problem occurs the Town Engineer should be contacted. 17.) The sewer/ water trench detail should note that the sanitary sewer line should have 6" of 3/4" crushed stone above and below the pipe for embedment material ! and a note should be included that trenches should be compacted to correct density and backfilled in lifts. 18.) In regards to the sanitary sewer notes, the gravity sewer line shall be (PVC) SDR 35. A copy of the Town of Agawam's sewer materials and specifications list has been attached. 19.) In regards to the water utility notes, water mains should be ductile iron, class 52, cement lined, tyton push-on joints.. A copy of the Town of Agawam's water materials and specifications list has been attached. There should be a 5' minimum cover on all water mains. 20.) In regards to comments 17 and 18, we require adherence to our sewer standards, since faulty construction can result in excess inflow, adversely affecting the Town &Regional Wastewater Treatment Facility. 21.) We do not prefer or recommend the type of drainage system that has been designed for the expansion of the water park. We would rather see precast concrete catch basins with sumps and drain manholes, since it is not the town's Page 4. SP 306 January 7, 1999 responsibility for the maintenance and operation of the drainage system in the : park, we do not insist on these drainage materials. We recommend grit separators be placed at every storm drain pipe leaving the property line in order to ensure proper operation of the drainage system in Main Street. Although Main Street (Route 159) is under state control, because of the large amount of traffic, Agawam is dependent on the use of the street and it would be for our own interest that the grit separators be placed in the drain lines to ensure the drainage structures in Main Street will not get clogged up with silt which will lead to potential flooding. If in fact that this proposed drainage system is discharging into a local tributary or the Connecticut River the same problem will occur with large amounts of silts being added to the tributary or the river. This would have to be addressed in the Notice of Intent. 21.) The submitted plans have not been stamped by a Registered Massachusetts Professional Engineer and this is required. 22.) The submitted plans should include a North Arrow and a locus map. 1 If you have any questions please do not hesitate to contact our division. Sincerely, Sincerely, i James T. Daley, P.E. Van Kacoy cis Town Engineer Civil EngiKeer I h:k n ginee AspW 61o6.wpd i s HYDRANT CONCRETE COLLAR SEE SPEC PLACE AROUND VALVE BOX PRIOR TO FINISH — PAVING. SEE CONC. z CCU AR DETAILS 3 . . ASPHALT CURB AS?HALT PAVE]AENT SEE DETAIL • I VALVE BOX } PLACE 1/2' C.Y. r VALVE 2E LAIN. WASHED OR TYTON JOINT I BROKEN STONE a AROUND HYDRANT ' I DRAIN Oj aw d C• - N FIELDLOK FIELDLOK GASKETS GASKET HYDRANT TEE B' DI NPPLE x PE NOTE. WHEZI HYDRANT 15 WHERE WORKING SPACE IS LIWTED. ON E END OF THE LINE 'MELD LOK AND APPROVED BY D.P•W., ILJ. SHOE REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS TO aE USED HERE 21' 0" OF PIPE ARE � (PRIOR TO REDUCER). HYDRANT DETAIL N.T.S. . d i DRAVA Br: DIAD PROJECT SHT. NAME SHT. NO. DAM,'2—"e TOWN OF AGAWAM DwG. NO.: 1 CONSTRUCTION STANDARDS HYDRANT DETAIL APPROVED RP JTO EE BENDS IitS L� TCCS L, TEES L TEES L. BENDS L BENDS L !ENDS L EENOS L 6'x6'^6' 13' 2' 10-ad-Vx6' 4' 0' 12'x12'x6' 7' 0' 12'xl2'x12' 33' 0' 6' 11 1/4 2' 0' 6. ?-a 1/2 4' 0' 6. 450 8' 0' 6. 90• 10' 0' O'.I2'.cL' rS0' 0' 10'r10'x0' 16' 0' 12'r1E•rB' 13' 0' 6' It 1/4 2' 0' 8' 22 1/2 5' 0' G' 45' 10. 0' 6, 90' 24' 0' B'/.V'x9' 20, 0' 10'r10'xl0' 2l, 0' l2'x12'x10' E2' 0' 10' 11 1/4 3' 0' 10' 22 1/2 6' 0' 10' 45• E' 0' 10' 90' 29' 0' a.• roam nw a•a r w es■o w xa 12' 1l 1/4 3' 0' 12' 22 1/2 7' 0' 12, 4r 14, 0' 12' 90' 34' 0' L x•t L o TEES - HYDRA T PRANCH TEES L TEES I L. I TEES i TEES L 6'r6'x6• EO' 0' Io,xIQ,x6,I 1E' oll 1E1rlE'06' 10' 0•1 8'xB•x6' 1 13' 0• L.-MMr d=�MOMCM0 WIN rWOO L L PLAN REDUCERS tram PIPE REDUCTION SIZE L • To so 3LOT ® THRUST RESTRAINT i PLAN 10• TO B• @l' 0' ® GATE VALVE HIES! e' TO b' 2l' 0' THE ABOVE CONDITIONS ARE BASED 1 M THE FOLLOVING MINIMUM ASSUMPTIONS. a.rwR r'wo ruwo wA'ro� If A. DCPTI OF PIPE GREAT R THANTOR`EQUAL TO 5 FEET.00EDIMG Z C. LFAY NG LITIONS-AIIIRO 50��SIMILAR IS GREATER THE OIHAN OR EQUAL 3o td FEET. L ghtly consolidated Sol = 4' nln loose gall PLAN SnIl. SHALL BE OFe SILTS OF MEDIUM TO LOV PLASTICITY WITH SAND OR GRAVEL LL < 50, 23 - 50 % COARSE PARTICLES IBEUSI EESIRAINTS - 1ifi.5. DRAWN BY: DMU REVISIONS PROJECT SHT. NAME SHT. NO. DATt. 12-5-Ae TOWN OF AGAWAM THRUST RESTRAINTS On, 1J0.: t CONSTRUCTION STANDARDS FIELD LOK GASKETS APPOM0 n JM 4' ANDARD� MANNOOLLEy�F�RAME AND COVER SEE 77�.1 AND 'ZOI&I . TO SBAE s zr 31f MoL ADJ= TO GRADE AM NO LESS MAMEER IHAN W A140 NO MORE THAN Tr Cr C&4=TE 8RMX MA5LT+ Y I v • FRAM TO K SET EI A FULL WO OF MORTAR. FLAT SLAB T1CP FOR 3HALL9N MANHOLES SEX ALL JM TS VM APPROVED 0 PREF010= EAT. JOINT FILLER ~ YDQ" 0.72 SO. W. OF STEEL PER VERTICAL FOOT. KA= ACCORDING TO AS M SPECISCATiON C 475 Wtl' OW o SEE JOINT DETAILS BEI.Ow I NVE RTED ARCH '4ETH HARD N T s' MDL CLAY BETCK LMO ON EDGE _ J YA7C r-A O SHELF � BEp� H OF SETAUCTLIRE 1 y t 6' HEADERS LAID FLAT e BF= 041PS OR CRUSTIEST STONE AM MORTAR r Imr o T1�¢. T3 3 1' f2EW P K�Op EQR�-IyN-SEAL 4 Z y . OR UAL f 8 � . 11 MEN WL it 3 3 57-1.3/le IN M . tt WINV ga I SEQLti�� MAN C F STEP 3' YRi DROP FRONT DESIGN i' MEAR CAST W WALL JOINT DETAILS STANDARD SANITARY SEWER MANHOLE ILT.S. 2=&l DRAWN EJY: DUD PRWE:CT SHT HALE SHr. N0."•• DAB 12`5'96 TOWN OF ACAWAM M. NO— T CONSTRUCTION STANDARDS MANHOLE — SANITARY SEWER APPROVED ffn JTD e TOWN OF AGAWAM SEViflMMATERIAU ' SEWER MAIN POLY-VINYL CHLORIDE- SDR 35 ASTM-D3034 BELL AND SPIGOT i 4" MINIMUM IN SIZE RAISED DIAMOND SURFACE DESIGN COVER TO READ "SEWER" IN 3" HIGH LETTERS 30" TYPE W &'B'202.8.1 WEIGHT=220 LBS COVER TO EQUAL TO "LEBARON L 32C19" 30" TYPE S'202.7.1 ` WEIGHT=281 LBS ' FRAME TO BE EQUAL TO "LEBARON LC 328" '•. PRECAST CONCRETE HANHOLF.. SECTIONS ASTM C478 PRECAST REINFORCED CONCRETE 202.6.1 ' 30" DIAMETER OPENING 5" THICK FOR 48"DIA, 6" THICK FOR 60" DIA., 7" THICK FOR 72" DIA. SECTIONS CONCRETE COMPRESSIVE STRENGH 3000 PSI AND NOT BEFORE 5 DAYS OF FABRICATION H2O LOADING PLUS THE WT. OF SOIL ABOVE 120 PCF 6" EXTENDED BASE 'FOPS TO BE ECCENTRIC CONE SECTIONS UNLESS SHALLOW COVER REQUIRES A FLAT TOP SECTION LESS THAN 4'. PREFORMED FLEXIBLE JOINT SEALANT KENT SEAL NO. 2 OR EQUAL "0" RING GASKETS ASTM C443 PIPE COME ONS "LOCK JOINT FLEXIBLE SLEEVE" CAST IN PRECAST BASE WITH STAINLESS STEEL STRAP WITH BITUMINOUS COAT KOR-N-SEAL JOINTS WITH STAINLESS STEEL CLAMP WITH BITUMINOUS COAT BRIO%MASONRY HARD CLAY UNIFORM BRICKS ASTM C32 FOR INVERTS, GRADE SM ASTM C32 FOR LEVELING FRAMES, GRADE MS RUNGS 'y 14" WIDE WITH ABRASIVE STEP SURFACE "- DROP FRONT DESIGN CONFORMING TO OSHA REQUIREMENTS CAST ALUMINUM ALLOY 6061-T6 OR STEEL REINFORCED, COPOLYMER, POLYPROPYLENE, PLASTIC ClEdNOUT COVER "NEENAH"R 7506 SERIES FLOOR BOX AND LID, OR EQUAL W/ S.S. CAP SCREW LID CLOSURE ENCASED 24" SQUARE CLASS "A" CONCRETE HOUSE 4" DIA- PVC SEWER PIPE AND FITTINGS TO BE ASTM D-3034 SDR-35 ALL BENDS SHALL BE LONG SWEEP 1/4"/FT SLOPE N QMUM = LATERAL CONNECTIONS '`- TEE WYE OR 45 DEG. TEE WYE WIRE NEEDED EJP K-3 FLEX03LE SEWER SADDLE OR EQUAL RIGID PVC SDR-35 ASTM D-3034 SADDLES BEDDING MATF.,BW 3/4" CRUSHED STONE TOWN OF AGAWAM WATER MATERIALS WATER MAIN: . DUCTILE IRON CLASS 52 CEMENT LINED TYTON JOINT BRASS WEDGES CHLORINATION - QUICK TABS OR LIQUID CHLORINE WATER MAIN FITTINGS: DUCTILE IRON CLASS 350 MJ W/RETAINER GLANDS OR TYTON W/FIELD-LOK GASKETS GATE VALVES: U. S. PIPE METROSEAL 250 STAINLESS STEEL BOLTS & NUTS OPEN LEFT. VALVE BOXES: 5'/4" x 60", 2 PIECE SLIDING TYPE W/TOP FLANGE NO KNOBS, BELLED BASE HYDRANTS: U. S. PIPE METROPOLITAN KENNEDY GUARDIAN K8I-A MUELLER SUPER CENTURION 200 M. J. OR TYTON EPDXY COATED ELBOW 5'/4" V.O., 5%2' BURY, OPEN LEFT, COLOR YELLOW 2 - 2%2" OUTLETS, I - 4%2" OUTLET WATER SERVICES: COPPER TUBING TYPE "K" r,ORPORATIONS: BALL VALVE, CC THREAD x FLARE, N. E. THREAD (FORD B600 OR EQUAL) C:GRB STOPS: BALL VALVE, FLARE x FLARE, N. E. THREAD (FORD B22-333-NE OR EQUAL) COUPLINGS: FLARE x FLARE, N. E.' THREAD (FORD C22-33 OR EQUAL) CURB BOXES: 4'/' - 5'/2' ERIE BOX, 2 HOLE COVER, 30" ROD • Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services VM505 East Columbus Avenue Springfield,Massachusetts 01105 413 747-7113 FAX 413 747-0916 Transmittal To: Deborah Dachos, Planning Director Date: January 6, 1999 City of Agawam Planning Board 36 Main Street Agawam,MA 01001 Project No.: 06229 From: Jeffrey Pechulis Re: Riverside Park Water Attractions-Expansion On behalf of Premier Parks Inc.,VHB is hereby transmitting ten(10)copies of the Parking Plans to supplement the submittal made on Jan 5, 1999. Please feel free to call me if you have any questions regarding this submittal. ,BAN 0 6 1999 P L `ltti .i � ;[I \\Ma spr\Projects\06229\doc s\1 e t ter s\Deb D a c 1{r 98 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services VM505 East Columbus Avenue Springfield,Massachusetts 01105 413 747-7113 FAX 413 747-0916 Transmittal To: Deborah Dachos,Planning Director Date: January 5,1999 City of Agawam Planning Board 36 Main Street Agawam,MA 01001 Project No.: 06229 From: Jeffrey Pechulis Re: Riverside Park Water Attractions-Expansion On behalf of Premier Parks Inc.,VHB is hereby transmitting ten(10)copies of the Aquatic Builders Ltd.site plan package of the proposed Riverside Park Water Attractions-Expansion for your review. Please feel free to call me if you have any questions regarding this submittal. TFA JAN 0 5 1999 \\Maspr\Projects\06229\dots\letters\Deborah Dachos i 0 Ila 'OWN OF AGAIWAM 36 MAIN STREET AGAWANI, NIASSACHUSETTS 01001 yro `1� Tel. 413-7,86-0400 �l� Mph MEMO TO: Building Inspector, Engineering Department, Police Dept., Fire Dept. FROM: Planning Board DATE: January 5, 1999 SUBJECT: Site Plan -Riverside Park - Main Street Please review and comment on the attached Site Plan for Riverside Park prior to the Board's January 7' meeting. Thank you. CRC/DSD:prk a TOWN OF AGAWAM �ry 1 36 MAIN STREET ACAWA. 1, NLASSACHUSETTS 01001 y�o, � Tel. 413-786-0400 December 21, 1998 Kieran Burke Premier Parks 122 East 42n° Street 49'h Floor New York, NY Dear Mr. Burke: At its meeting held on November 5, 1998, the Agawam Planning Board gave Premier Parks conceptual approval for the"Riverside Waterpark Proposed Expansion" plan. In the Board's decision, it required that a complete Site Plan be submitted by the Board's November 19, 1998 meeting. To date, no plan has been submitted. At its meeting held on December 17, 1998, the Planning Board voted to request the Inspector of Buildings to issue a Cease and Desist on the Waterpark Expansion if no plan is received by the January 7, 1998 meeting. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, i f Charles R. Calabrese, Chairman Agawam Planning Board cc: Mayor VHB Building Engineering File TOWN OF AGAWAM 36NIAIN STREET AGAWAM, MASSACHUSETTS 01001 fro ; Tel. 413-7 86-0-I00 ��n Mpg MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: November 19, 1998 SUBJECT: Supplemental Information -Riverside Park Please review and comment on the attached supplemental information regarding the Site Plan for Riverside Park prior to the Board's December 3rd meeting. Thank you. DSD:prk N AGE TOWN OF AGAWAM _ 36 .MAIN STREET AGAWA L -\y1..-kSSACHC'SETTS 01001 Tel. 413-786-0400 —_ ATf Mph n c � n = November 9, 1998 0 �r 7 r Kieran Burke Premier Parks 122 East 420d Street Ln 49`h Floor New York, NY., Dear Mr. Burke: At its duly called meeting held on November 5, 1998, the Agawam Planning Board voted to not require a full formal Site Plan and approval for the two areas Iabeled "Replace Rides" and "Replace Rides/Employee Parking (26 spaces)" on the plan (aerial photo) entitled"Riverside Park, Agawam, MA, Short Term Roadway& Park Improvements" prepared by Vanasse Hangen Brustlin, Inc. and dated October 30, 1998. The Planning Board supports the applicant's preparation for construction of the replacement rides. The Planning Board requires that the construction documents which are submitted to the Building Department be provided to the Board for its review and comment. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, vs-(3 Edward Shibley, Acting Chairman Agawam Planning Board cc: Clerk Engineering Building VHB File MEMO TO: Engineering Department FROM: Planning Board DATE: November 9, 1998 SUBJECT. Site Plan - Main Street- Riverside Park Attached is the Site Plan for Riverside Park that this office received last week. Please review and comment prior to the Board's November 19th meeting. The Planning Board has requested a more detailed plan prior to their nex meeting. DSD:prk TOWN OF AGANAM _ 36 MAIN STREET ACAWAM. M.ASSACHUSETTS 01001 Tel. 413 86-0400 r�gTE� Mph November 9, 1998 �c °° c, Kieran Burke Premier Parks co x:- 122 East 42°d Street 49'Floor New York, NY W . cn Dear Mr. Burke: At its duly called meeting held on November 5, 1998, the Agawam Planning Board voted to conceptually approve the Site Plan entitled "Riverside Waterpark-Proposed Expansion, Agawam, Massachusetts" prepared by Aquatic Amusement Associates, LTD. and dated November 3, 1998 with the following conditions: 1. A complete site plan addressing all comments raised by the professional staff of the Town of Agawam shall be submitted for review.and approval prior to the next meeting. 2. Prior to the issuance of a Certificate of Occupancy for the water park expansion, the new interim employee parking lot on the Rollaway and adjacent property must be operational. If any improvements are to be made to the Rollaway and adjacent property a formal site plan in conformance with Agawam's zoning ordinance is to be submitted to the Planning Board for approval. 3. The pedestrian bridge is to be in operation, prior to the issuance of a Certificate of Occupancy for the water park expansion. 4. An application for a Special Use Permit is to be submitted to the Board of Appeals to allow for the use of a portion of the Boglisch property to be constructed and used as an overflow parking area to accommodate at least 400 vehicles. Said parking lot, if approved, shall be constructed and ready for use. j If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Edward Shibley, Acting Chai Agawam Planning Board CC'. Clerk Engineering Building Board of Appeals VHB f,- File f , OFFICE OF PLANNING&COMMUNITY DEVELOPMENT SIM PLAN REVIEW Reviewer Deborah,IDachos Date November 5, 1998 Date reed November 4, 1998 Dist. Date Planning Board Meeting Date November 5, 1998 Applicant Information: 1. Name of Business Riverside Park Address 1623 Main Street -- Agawam, MA 01001 2. Owner Kieran Burke - Premier Parks Address 122 East 42nd Street-49th floor, New York, New YOrk lv Telephone (212) 599-4690 3. Engineer Vanasse Hangen Beustlin, Inc. - Jeff Pechulis Address 505 East Columbus Avenue, Springfield, MA Telephone (413) 747-7113 Aquatic Amusement Assoc. , LTD P.O. Box 648 Plan Review: One Aquatic Center Cohoes, New York 12047 Scale: 1 " = 60' Date: November 3, 1998 Title Block( Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address must be shown on plan Description of Project: Proposed water park expansion including increases to sunbathing and swimming and new water slide ride. Site Plan Review (Cont.) Description of Site: Site is presently fully developed in parking and is located adjacent to the existing water park. Provision for Traffic Flow: Traffic circulation through site is not clearly identified , Parking: It appears that the expansion of the water park will eliminate 370 existing parking spaces . The Rollaway property has been a acquired creating 400 new parking spaces . Drainage: See Engineering comments . Public Utilities: Not shown . Landscaping/Screening and Buffers: Not shown. Sign Location: Not shown . Exterior Lighting: Not shown. ~ • Site Plan Review (Cont.) Rendering or Elevations: More detail necessary. Dumpster Location: N.A. Other Comments or Concerns: TOWN OF AGAWAM INTEROFFICE z � - 1 MEMORANDUM �Ma� To: Planning Board CC: John R Stone, DPW Supt. From: James T. Daley, P. E. Date: November 5, 1998 Subject: Riverside Park - Site/Master Plan SP306 Per your request of November 2, 1998, we have reviewed subject site/master plan and have the following comments; 1) The timing of the designated short term and long term plan should be pinned down, since some of the proposals for long term are much superior to some of the short term solution. 2) The additional turning lanes at the main entrance in the short term will provide needed improvement. 3) The short - term plan has 5 drives, including the 400 space replacement parking on the west side of Main Street. The traffic report should provide information about the effectiveness of this scheme in preventing congestion. The access drive for the 400 space lot should be shown. 4) New erosion control and storm detention facilities will be required for the short term park expansion and 400 space parking area. 5) The long term proposed relocation of the drop- off area to the west side is an improvement in the overall traffic situation, but there should be more information provided; such as whether" left - in" turns are allowed and if so, why a separate access point is used. We assume that FROM THE DESK OF... signs/gates will be employed at the widened service entrance JAMES T.DALEY,P.E. on the east side of the main entrance, to prevent confused TowN ENGINEER DEPARTMENT OF PUBLIC WORKS drivers from attempting to enter there. 36 MAIN STREET 6) Clarification is needed as to whether the proposed road AcAwAM,MA 0]001 extending from the 400 space lot will terminate in a new Fax: separate parking area or become part of a continuous road Riverside site/master plan - pg 2 connecting the 1300 space parking lot with the proposed southerly access/parking area. In either event, extensive erosion control and stormwater detention facilities would have to be designed and built.Environmental impact analysis may be required including assessment of alternatives to mitigate loss of farmland and erosion/sediment impacts. 7) Stormwater control systems will have to be designed for the long term par k expansion east of Main Street. This will probably involve outfall systems directly into the Connecticut River. It is unlikely that stormwater discharge to the State system in Main Street would be allowed. 8) Improvements to the Riverview Sewage Pump Station, currently in final permitting, should provide adequate sewage disposal capacity for increased flows (design based on 60% increase in attendance). 9) The proposed 12" water main which will extend along Main Street from Rt. 57 to the State line is under design. This main, when built, will provide adequate water delivery to the expanded park. In conjunction with finalization of the master plan, new projections of water demand and needed sewage collection capacity should be made to see if any adjustments are needed in the plans for these utilities serving the Riverside site. -tp ames T. Daley, P. E., Town Engineer h:lengineer\spW6103.wpd - AGAVAM POLICE DEPAMENT OF A 681 Springfield Street, Feeding Hills, MA 01030 �X Telephonc- (413) 786.4767 or 786-0400- Ext. 260 J FAX(413) 786-4821 .`. .i r fti am""" Robert D. Campbell Chief of Police p�Rgr[0 tnAy November 5, 1998 Deborah S. Dachos, Director Office of Planning& Community Development 36 Main Street Agawam, MA 01001 Dear Deborah; I have reviewed the proposal for upgrading the traffic patterns on Rt 159 at Riverside Park. They appear to adequately address the concerns which we have pointed out in the past. In fact, many of the suggestions which were offered at a meeting with Riverside Park officials in the early spring of 1998 are reflected in the plans If I can be offurther assistance please feel free to contact me. Respectfully submitted, r �lary i�' � Lt. E. Nardi Vanasse Hangen BrustIin, Inc. Transportation Land Development Environmental Services VM505 East Columbus Avenue Springfield,Massachusetts 01105 413 747-7113 FAX 413 747-0916 Transmittal To: Debbie Dachos Date: November 5, 1998 Agawam Planning Board Project No.: 06229 From: Jeff Pechulis Re: Riverside Paris Site Plan Review Please find enclosed supplemental information regarding the Riverside Park Site Plan Review submittal. Specifically,enclosed are conceptual layout plans for the waterpark expansion and the replacement parking in the Rollaway and Bonavita properties. We have enclosed 10 copies of each plan for distribution to the planning board members and other town officials. Please feel free to contact our office if you or members of the Board have any questions prior to our meeting Thursday evening. r ^ �Ox \\MASPR\Admin\Pechuhs\Riverside Site Plan Review plans F AGq o TOWN OF AGAWAM A 36 MAIM STREET GAWAM, . -kSSACHLISETTS 01001 y • Tel. 413-7 86-0400 ATED MEMO TO: Engineering Department, Building Inspector, Police Dept., Fire Dept. FROM: Planning Board DATE: November 2, 1998 SUBJECT: Site Plan - Riverside - Main Street Please review and comment on the attached Site Plan for Riverside prior to the Board's November 5th meeting. Thank you. CRC/DSD:prk NOV. 5. 1998 3:53pM MAYORS OFFICE -► 7470916 NO.978 P.2i3 �y. -, • DDT i AGAWAM PLANNING BOARD Form a Application for Site Pimn Approval I i Pleaso completo the fallowing farm and return it and 10 copies of the Site Ptah to: i i Agawam Platmiq Board J Office of ftuu ng turd Co=urdty Development 36 Main Stet Apw=4 MA 01001 l ' I 1. Name cf Business ev'Or'.5,Y rGr_✓ Address -- 2. Name of AQplicauVOwner -m✓�5 Addrew 12z Telephonef29f�la 90 I 3, Name of'ir*wcdArctutcct VH8 i �l / Address 5p S as &X lvo4 14y`E, _j Tcicphme 113 - 7¢7- 7//3 a. Please gig a brief description of the proposed project: € I Rev. 2114/94 } i I I i NOV. 5.1998 3:53PM NO.979 P.3i3 AGAWAM PLANNING BOARD Form D Proposed Project Description Riverside Park is proposing to implement park improvements that include interior renovations as well as a park expansion. The interior renovations consist of replacing existing rides and attractions to improve visitor circulation. The installation of newer, safer and more attractive rides will help spread visitor activity throughout the park. The park expansion entails increasing the waterpark's sunbathing and swimming area and installing a new water slide ride. Details on the slide are in the process of being finalized, The expansion will consume existing parking that will be replaced on the Rollaway and Bonavita property located across Main Street. The expansion will help reduce visitor congestion within the waterpark. M � � s S V:r,aSe Mc�c pr rstl:n, lrc. ar .y+ronm^ntC1 �.7VtCC= � O 535 F f 0_ -. - - -- . »-'�' 'mti,, r r-..> "' '"-'s a�..- -+.a.s '7b a R'" w .,._ ••" e�vr # .+aou.+= 413�47 c)S 36 c7AX�41Z J;17 C916 y'T✓a-`F denti- k`n ..w=.wr: re•q':L+•a•-'•. -"r ''�� .Lam. a.'+�.�;a .w2di�.Y'tlM+Sa ' OX STA!M, IGHWA YOUT.3 25' x� A 2 - t Y•`.1 24" L - ROLLOWA ONIVITA l SP . -426 SPACES TAL REP ENT P —WI 9•..� I ,III M I5f DIRT ` GRASS A STING i PAVED AREA i DIRT/GRAVEL AREA i 7-1 l urn I t PR LOCATION DUMPSTE OF EXISTING FENC �. lid.y OL .ti� i! r ao bra ar iaon'wa b fy Riverside Park ReplacementPa Parking � l * A9cwcm. MesScchusetts �1 5 to PFa7' review � PARKING TIN T1M PARKING ,....-�- '"` LOT PARKIN •* 4i �✓ { r I l Vanasse Hansen Brustlin, Inc. Transportation Land Development Environmental Services 505 East Columbus Avenue Springfield,Massachusetts 01105 413 747-7113 FAX 413 747-0916 Transmittal To: Debbie Dachos Date: November 5, 1998 Agawam Planning Board Project No.: 06229 From: Jeff Pechulis Re: Riverside Park Site Plan Review Please find enclosed supplemental information regarding the Riverside Park Site Plan Review submittal. Specifically,enclosed are conceptual layout plans for the waterpark expansion and the replacement parking in the Rollaway and Bonavita properties. We have enclosed 10 copies of each plan for distribution to the planning board members and other town officials. Please feel free to contact our office if you or members of the Board have any questions prior to our meeting Thursday evening. NOO \\MASPR\Admin\Pechubs\Riverside Site Plan Review plans i V Wj A. - r 5se HC'1 VaPC ^aR f?€ StI:R, 'RC. a yr ei3 'a7 771.,.. .;x 413 747 C319 w — ..ax, - .� 'i ',AP, OX..--ST TE HIGHWAYR POUT 2 �. v. _ mow- '!" - y� � l� ♦'Y ."� : l , a' w u y a 24` K 4 ROLLOWA .. ONIVITA K SP . t ' TAL REP ENT P . = 426 SPACES ,w Ito 18't DIRT — (' GRASS A Elz NG P AV� R.D A EA u 3 DIRT/GRAVEL AREA —� i I jt PPR LOCATION DUMPSTE OF EXISTING FENCE _ Riverside Pa rk - Replacement Parking '- .. •�' 5GChU Setts '•�` U< b - Cf77 rC5 �1!F AgGw r; C Ftt+7n i?oVsew — �; _ e• NNOTES._� AS IS iS ' •:; 1. PARKING gTIMATIN PARKING, - F� LOT PARKIN G .. ' 1 1 1 1 - 1 1 1 co' 0- � 10B (-cc Ca 1 LOG BOX # DocUmENT # I � PAGE # 1 1 t PLANT LIST _)J' KEY of Y. OOTANIIIAL NAME C "HON NAME 817E z FP B FRAXINUS PEINSYLVANICA 'SUMMIT" SUMMIT GREEN A61{ 24-3"GAL LOAM & SE< D " :. .. �`� Sp. 1 FP (TYP.) � I GT 1 GLL�ITSIA TRIACAITHOS 1NERMIS "MORAINE MORAINE HOhEYLOCUSt 2L}-} GaL r.. PG 6 PYRUS CALLERYANA "CHAItICLEW CHANTICLEER PEAR 24-3"GAL a t.tv I Vanasse Hangen Brustlin, Inc. TO MS THUJA OCCIDENTALI6 "TECHY' MI86ION ARBORVITAE 1-6'HT p }} \ TraII uyon AH 35 AZALEA 'HNO CRIMSON" HIND CRIMSON AZALEA 10-24"SM. :� i / i 4,' S .._ . . -_._ __ Land Development 1C 41 ILEX CRENATa JAPahESE HOLLY 2'-2ti5'Ht, ' Jra 8� ANIPERI.IS HORIZCKTALI SA 8 CMFW PLU'70SA COM ACT ANDORRA JUNIPER 15"-IB" BPD_ . ' ,. . a .-t,F l/ `4 ;!'� Environmental SCrVICCB JS 35 JUNIP1=1Q118 SAI ENTII SA1-Nt JUNIPER 0-24" SM. s w < ?k n` r x j" ,r.' F: -`� k �Y , kr;+t<�y`"' �. � ., w. LOAM ;. �. a" +a fro i,. +.,. ='. • �f ,.,, ,�� 3`- }� �,��. cy..'4 .+1, `" & SEED RC 2b RHODODENtaRON CAtaWJ•SIEN6E CATAAlf1aA 2-211 SPD. RP 30 RHODODENDRON PJM PJM RHODODENDRON 2-2 ' SPD. i t' - r• +nq<� - max. ` 3 `@K fK f i p,�; rsarw• � firJ� r ( ) 101 walnut Stroet,P.O.Box 9151 �.., t_.a' „' t., 'iR. S q'`y;. ;'�- .a. y.r:'�. -Fw J`�;�k`a-" „-� ib r+2�e♦C.+e«_;..` . :C R:n M' ,3 /- 494 i ��, t `S,ti*„v 'f t- � �x ;max- � �.'` ''n��n/�.�,� : ii KY- �' .'�. Watertown,Massachusetts 02471 �., - '�'�:'°' � „ , -'•�.,y't f ,a• j ,•5-� 'q ;�r�; �S-F , �4�S�.r.��� �\ \4'i a�y+-^{�`�''• 'Mrt', 3'� �'{,.1.� �-<'#'" a�.'k�-�."'4 PA 6® PENNISETU•1 ALOPECUROIDE6 FOUNTAIN GRASS 02 PDT ��; �� ;`� !'` ``"w "1,' "rxe':e .eE ^+s.` / / f` `i ,'. a�•'.x .t „- ,>fir.� y, lv '':�', i� ..p �1.. a-'+>,'y,•.ri 617 924 177 PT ace PACHYSANDRA TERMINALIS JAPANESE 8PUI�sL" I YEAR PLATS '��'+' „ � ! o FAX 617 924 22$6 MG 3b MISGANtHU6 GRACILLIMUS MAIDEN GRASS 03 PDT . , „ a� -/". ;`,% r `` r'I f, r } ,,y, 1 ..l". ,17. h ANNUALS W ANNUALS MIXED ANNUALS 4" � � .[ A•A'ac �° 4-d'T•`•+fir. y'+S 7:�r° v >r .4 1 s�i w'„r 5p W -.y }�` - / K Y.. ' '" ,[ `� ,• fir,,'. 7,°,aw t�� ns l,'.�'l: H '•�' � � . � �'�"��. � i /� t C�,'%"� } C. YY'L T{ .S?.a, + C`L.x Y". +'C �s•a,< EXISTING PARKING �, - r C J •,,.�-.« I\ � 7•Y".'S� t':r ? f13.�'� F'h `V';}•7�c" rip�„L i ,'i ��,1�` '� Xr �, ,fir - j ,/,-s_.Y /' ,,4 h _ .✓ .',t+ � f, •`Alk .*{' yJ,,�' / ], ' � '�CFaa:a y sY 1V '�i b . �� ir�`r �„ U "K �r / I� V1 :eA '3, d« x 3 w4" °9 i � L ALL PROPOSED PLANTMG LOCATIONS SHALL BE STAID CAREFULLY D. ALL PLANT MATERIALS INSTALLED SHALL MEET OR EXCEED THE .d,9 SHOtIl,E ON THE PLANE FOR FIELD REVIEW DY THE LANDSCAPE SPECIFICATIONS OF tH ■AMEIRIGAN STANDARDS FOR NURSERY RY � ��' , +H��> , ' `� ''"��• �� �+ ?' '� � "''^t" � � ` �, �� s s auat y° iti n•y ARCHITECT PRIOR TO INSTALLATION. STOCK" 15Y THE AMERICAN ASSOCIATION OF NURSERYMENIti h �Y x .:,�"*}�wlx zE"4�5�*�yi u ,s `r;- fi 4 ,s t7 3+J]�GJ ;.,� �•yb y,T�Ti"^`m�'! Q 2•CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES S ALL PLANT MATERIALS SHALL 19E CA ARANTWD FOR ONE YEAR g� '�• ��='';�i`, " � ;�1#'�'���' ���'���,t � � r`�i ' ��i 1 apt v�7�3�'��'t��'��Y�+��� k =F�'� X AND NOTIFY OUNERS REPRESENTATIVE Cr'CONIVCTS. FOLLOWIII DATE OF FINAL ACCEPTANCE. s? �...+�- ,�, b \ 5 F-ir 4. rfi�lyd k '6 `JE•11 rM+.� �``�.fl ht s., '� +u ..�`1T'�' .rti9+..e1 ?� xc s`•, 0 3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND 1®.EXISTING TREES TO RW"fAIN SHALL DL PROI L.1 WITH TEMPORARY i .Kw n s ��C.•6'[r °Lµ Si Y,. r M x ;k �.i '.�++ .h,✓.� � tl CONSTRUCTION HAS BEEN COMPLETED M THE IMMEDIATE AREA SNOfU FENCF.ERECT SNOW FENCE AT THE DRIP LINE OF tFIE TREE k- r�' i }yi I �* 'i k.' ` � "'� zb i r}� •Y �t Y ` ► �i`CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS WITHIN THE , { , x7 i tr. ; ,�; ,'•��F.«.. 1 �j' ;n�` .x ('' ti✓ r a.Y• <h 4.A 3-MC14 DEEP SHREDDED PINE DARK 614,ALL BE INSTALLED UNDER LANDSCAPE AREA$.ANY DAMAGE TO EXI6TMG TREES,SHRUBS,OR LAWNS � �- a t � ; J� ',' [ , ,, ,��� ,��' � C �� �. � � �' � Y `�� •" ALL TREES AND SHIM" AND N ALL PLANTNG 5ED6 AS SHOILN SHALL l3€ REPAIRED pY THE CONTRACTOR AT NO ADDITIONAL CAST T t i a t.a �s, y r` 5 r :' s» �{ � �i+ F , Z ON THE PLANS,OR,AS DIRECTED BY OWNL-R'8 REPREbETITATIVE t0 THE OW«ER 1iA.rtya•.� + 1 M r �''' a n x; i �L •. � t45k,: W a r ra K"4i -'A'.[a`: ' _'„7• ' y y _fi ' i� -_�'�!;'�-`�2.a,k4a,.`4���r"ptit•Y � 5 ;,s > { t3. -Ih "r 7 ri,, S,�r s,o, D.AL.L TREES SHALL ft MALL00 AND OURLAPPED,UNLESS OTF9}N118E 11 AREAS DESIGNATED "LOAM ! SEED"SHALL RECEIVE 6"dP LOAM AND t z I : 3 a r� '' 7 Ewa y �T� s• �cx, '' 4i; �... 'k��� iy. , h�„ . .+,.;a °.- 7.c.,r+. �t*.��a1�•'r,-:i NOTED,OR APPROVED DY THE OWI�R'6 REPRESENTATIYI: SPECIFIED SEED MIX.LAWNS OVER 3zt SLOPE SHALL Ci= PROTECTED t �;� ' � a � ' '�'� ' i �y�w, � n+�' WITH I Fi'��^ tT 6.FNAL CLIANTri FOUR EACH PLANT TYPE SHALL W AS SHOWN ON T1$ W EROSION CONTROL FABRIC Y }, �► r, 0.�� -. y ,. PLAN.THIS NUMIWR SHALL TAKE PRECEDENCE N CASE OF ANY 12- THE CONTRRACTOR SHALL HAVE ALL FALL TRANSPLANTING HAZARD � � � �:",)�"�at�t_ ,k���� � ` +� _ F ; r�aa. y r��yti•� }';r_ �, �°�n��`1v+y..r ___._._ __._ W_ }, '�' . rN -$.. ^tea;, j}/ r<! k'4 z w.i 1 `P` x*'+'• ,a+ S � � �F � mil' 1_F DISCREPANCY METUVEN GIUANTITIE6 SHOILN ON THE PLANT LIST AND PLANTS DUG IN THE SPRING AND STORED FOR FALL PLALTMCs ILL! ON THE PLAN. 13. LOAM AND SEED ALL AREAS NOT OhaWSE TREATED. 'r ��r� U] 1.ANY PROPOSED PLANT 6U136TIMlONS MUST BE APPRVED N IO s3. n� '��.< ter' ` - '� l `, . Wf¢ITMG DY THE OUlIE}R`S REPRESENTATIVE. 14.THIS PLAN IS MTENDED FOR LANDSCAPING PURPOSES ONLY. RIPER t0 SITE/CIVIL DRAUIINCsB FOR ALL OTHER . L' 'xyF 7+�' _r ++ ° ' �°f: FI!i SITE C.ON6TR1LJCTICN INF011111I`1ATION ` E i n �,:�, LvAz� �,i y`♦'y ' " Gn t x r eel `; '9 .l � trY 7�+'"+,�;,�'wcuk`!' � ��� a rY*Y'.^-"'-_'"�-�•- i'rl" ,y L I.r is LANDING PCO'L cHt-116.5b' NOTES TIE WIRES - 1. PULL POSTS SHALL BE SPACED TOP RAIL _w Q,• _ if ., 3 AT INTERVALS NOT EXCEEDING w� h s` /, r i r� ✓r, 24' ,�yg f yb� ♦ J / _ N. •`��Y` *: 9'e pr.< 1 F" .�''V`" l- L V t.i_I ! /„ 1.__ A w [�' v+F �"�' ¢5 Q 500 FEET. , ✓ N\ j ' 2. END, GATE AND CORNER POSTS ;• y y, �' .: y •' �+, '. w a o SHALL BE BRACED TO ADJACENT CENTER RAIL LINE POSTS. (MORE THAN 30' / x .: �: r-•. x� / s � • �, l :'`'. n _. ..p CHANGE IN DIRECTION W ~ TRUSS ROD CONSTITUTES A CORNER} - , , M a ,��,t 1_ �;' a. f 1 :i 1 - ) ?'. pp O�MA �'a. '' rtrk:,ti ;a �y��s"#� i`�h 3. FABRIC SHALL BE 0.148" WIRE, U WOVEN INTO APPROXIMATELY77 -77 2' DIAMOND MESH. sr ,< .,5 « .. �� t1F ` „`{ ��a, � / ZINC-COATED STEEL FABRIC LOAM & SEED A 4. ZINC-COA - BASE METAL SHALL BE COATED � (TYP.) WITH PRIME WESTERN ++ : U U SPELTER OR EQUAL 3 � N.I.;�� (`say � ?' _} � P{� ELEVATION_- 5. ALUMINUM COATED STEEL FABRIC '-- BASE METAL SHALL BE COATED WITH ALUMINUM ALLOY. 6. FENCE POSTS A /' �� .. , ' �� ,1>Y. E•v r v �3��. f'E CE OS S AND RAILS SHALL x �•� `�'!'`� } '� I f f' RECEIVE THE SAME COATING f � ' 5 . h , A EXISTING PARKING AND TREATMENT AS THE FENCE "` ;�° r. " / e; s �' ,,;,a �t r$' 7 .,' / ARBORVITAE r. FABRIC (DESCRIBED ABOVE). , t ;MR `� :, (TYPICAL) ^� 5.,,.,,,.,,,,�:.,v c-"r+.,.n st'3';�� .y,�`"\ .rr�.. r .Y= `x"'•'��� �.'�,.y�si�'',�;.,'t ` ,��- A. t lI! y:_ PQo � � �'�, 7. SEE SPECIFICATIONS FOR POST "' �r - RP DIMENSIONS. s ;T . r '_'+ f„s.,. �., e�1'P .i,�,�-4-Ky,h; '4,�,,:�;,,� •a r l�'''�`'� +k ° I• ,+�' Gr � r 1. :`° 9rx� •" l t x. r.1 # 3i �r � R} 7 s -1 TOP RAIL � �� �, � � � '�-. � �`��� .�i ,� 1 IC a, y r+. ; i �.'- '�tl, .,., `�-.......- 'ry lk� �1 FENCE FABRIC U x • i t h, t ° x fi l,l� $ c.,3." �' +�' ,�'' *+1>ti�, WA11 rri � �_ � ADD LANDSCAPE BUFFER S 19/99 4 - + + . #'j ,., RYT.n l T!p44 °,";`.,aY^CA�' ° `,%° •+ r '�i / 15 JS �., 1- O No. Revision Date ppvd. RAIL ,t v \r Y/Pr t 4 tri t v CENTERt Designed b Drawn b Checked b 300 PT g r y r CORNER, END OR « . + ® 9" O.C. + ,+ CAD Checked by Approved by LINE POSTS 0 40 JH Scale 1n,401 Dote 23/99 J 1" WASH 1 30 J `yQl � 15 IC (T1e • • Project Title FIN. GRID 5 RP �ry EGG 1 �j LOAM & SEE 0' R LOAM & SEED ( ) I P I - - _ 4 GT 3 GT LOA SEED SE WIDE Riverside Park CONCRETE FOOTING I I. ( } v SEWER EASEMENT (2500 PSI) u = r r 100 ANNUALS {APPROXIMATE LOCATION) ` PEDESTRIAN-WALKWAY l VARIABLE WIIITH. (10'-20') 10" DIA. ® LINE POSTS �+ EXISTING PAKfN � " Agawam, Massachusetts OR 1"-4" 0 CORNER t,= 6 PC � ' -� '' Issued for OR END POSTS _ MATCH TO EXISTING _.,• ;,.:.. - SECTION f MAIN ; �LGAM_ & SEED N MET. 1OCa1 Permits MATCH JTTJ 1rXiSTING _(TYP) ._ CB a" =r PREU ANARY B CB ; Chain Link FenceGo, j Drawing Title e EX1S1I GPARK ID-905 A REV N.T.S. -FENCED AREA (a HIGH) s' s �`, _= - ELEG'TRIlC PAD 4 EXISTING DillWAY ~` _ __--' Parkin ,'" TO ABANDON I} XI UPON COMPLETION PyW" RI EW OF FUTURE ,I PARK EXPAN ION 4 �aJ99 `L MATCH TO EXISTING FP NOTE. U O Drawing Number DRAWINGS NOT ISSUED FOR CONSTRUCTION. MHD LAYOUT LINE SNGH U$ N . . • 0 50 ANNUALS _ PP_ �r€rm w o P Tf _ MAIN STREET _ Sheet Of c Project Number ,4rrf'ffIIIIl14T15°Ut�\5 0622900 IJIJ .(r .1/lJ l id&hwl in1062291ca&dM229PSP2.dwg 1 2 AQUATIC DEVELOPMENT CONTROL JOINTS GROUP NOTE: PROVIDE CONTROL JOINTS This drawing is the property of ON 12' x 12' GRID, or as shown, FOR ALL DECK AREAS (5EE PLAN). Aquatic Builders, L Fl), ohoes, NY. The use of this document is FOR WALKS 6' TO &' NIVE- restricted to tire conveyance of infor mation to cu�> CONTROL JOINT5 @ 5' 5PAGING. Iomefs of vendors of AFOR WALKS &REATER THAN 43' V410TH Aquatic Builders, Ltd, Cohoes, N.Y. CONTROL JOINTS I0' SPAGI[1146. which reserves all proprietary rights FOR WALKS GREATER THAN 10' WIDTH- hereto. No other use, duplication or CONTROL JOINT DOWN CENTER OF WALK. ... reproduction it whole or in part may 71 -77 be made of this document except 12'-0" 1 1-0.1 C upon the written ,onsent of Aquatic 4" CONC. PECK Builders, Ltd, The informat*n con- bx(2441-4xH1.4 N.N.F. (TYFJ 2b8 50.FT. 10.50, veyed heron 15 intended excluswe- CENTERED IN DECK. PLAN 2 - f2'xl2' PANELS ELEVATION ly for the project identified by the REFER TO PLAN FOR MOUNT @ T6" HEIGHT MIN. title block and receipt by the owner. PECK FIN15H NOTES A architect, engineer or contractor on this project is evidence of their ac- ceptance to these conditions of 5AN-OUT CONTROL JOINT A3 SHADE STRUCTURE tTYPE A ) restricted use 1/4' P41PE x 1-112" DEEP SCALE 1 10' X-02-06.dwg i 17 0, 0 a5 1 a)SUE AS REO'D ai EXPANSION/ISOLATION JOINTS LANOTE, PROVIDE EXPANSION JOINT VIDE NOTE, AT INTERSECTION OF ALL GONG. PECK, WALKS, DE T 1 7 ONC P POOL ED67IE5, BUILDINO WALLS. POOL P'Ir OND BRIDGE DECK5, 4" GONG. DECK TYP. 6x6-NI-4xHI.4 H.H.F. (TYP.) C CENTERED IN DECK. z REFER TO PLAN FOR PECK FINISH NOTES Ln A CL EXPAN510N/150LATION JOINT /1/2" HIDE x FULL DEPTH OF GONG. z SEAL WITH 51NOLE PART 0 POLYURETHANE V5 SEALANT AND BACKER ROD DECK > (COLOR TO MATCH DECK) LU ---------- 11M /EXPANSION JOINT MATERIAL DECK 12'-0" F 6=111,65 26-111 5/164 01 260 25 SQ.FT.PLAN 3 PANELS ELEVATION SUB-BASE A5 REOV MOUNT 0 Tb" HEIGHT MIN. 0 0 0 0 0 C1 DECK JOINT DETAILS C3 SHADE STRUCTURE TYPE B Of 0 Q 0 no 7 SCALE 1 1 '-0" X-02-03.dwg SCALE 1 " = 10' X-02-07.dwg I.-Ol. I.-Ott I 1/2"(P STN. STL. t HANDRAIL W'T- (TYP) 'N D- 0. P) z 0-1 I A( flu Ln �, X z 6"0 PT. BOLLAR05 I C) 4 TYP. < -Y C11 4'-4" -' 6" , CURB CL co 3,,- U co " to. 0.1 X X6z PLAN 0 LU mamv omo O-C a- (->(L E < 15 06 3 ROPE BARRIER K/ I.-ON 11-011 LU 12 NET IN-FILL -51NOO INCORPORATED MODEL 1 1/2"cl) 15TN. 5TL. #245 2" MESH, BLACK D CL SAFETY NET. - TIE NET TO HANDRAIL :C 0 ROPES WITH TIES a 12" O.C. (4 TYP.) z (AT BRIDOE5 ,ANP STEEP < DROP OFF EDGES, AND A5 5HONN ON PLAIN) I MAX. a'OL. 5PACIN& MAX. 6'O.G, 5PAGIN(9 (TYP) L W Cr 6"(P P.T. WOOD (TyP) z P05TS 17CC TYP. 0 ll /2" CHAMFER _7 REAR < CO NET Am REAR FEAR 12d (5ALV.--'— NZ�7 COMMON Tyr. V. I- RUN ROPE THROUGH 2 ;3?Z HOLES IN BOLLARDS NAILS (TYPJ ------- UJ a IL T.O.D.= 10.50' > < FRONT 1195.50'FRONT FRONT CL REAP, I" NATURAL FIBER RO — PLAN VIEW PLAN VIEW T PLAN VIEW AT POST JOINT I L -oil TYP. V 8 TYP.LOOP ROPE AROUND 04_� FINISH' q)V BOLLARD 2- LOOP ROPE J GRADE-7 ry zd� AROUND BOLLARD EARTH L ISSUED FOR: L OR FILL z (AS PER PLAN) CL Review a- 1 112' a `flISSUE DATE: 3- TleHTEN ROPE 4 NAIL 511 #4 @ 12" 0-0, AkR(9. 11(9.50' M BOTH HAYS V4/99 REAR PROVIDE 10"(P SLEEVE CONCRETE PETE E (AS PER PLAN) LJ FOP, 6"4) P.T. P05T DRAWN: pjb WHEN PENETRATING CONCRETE DECK. 31 CHECKED: J. Dunn 2 BOLLARD CLUSTER I BOLLARD 3 BOLLARD CLUSTER SET BOLLARD IN 12" DIA. P05T FRONT HOLE 24" TO 30" DEPTH. PACK WITH SAND. PLAN VIEW 5TAO&ER THE NUMBER AN[) HE15HTS OF SET IN CONCRETE FOOTER MYP). 8x6 - NlAxW1.4 • PLOT DATE: 1/4/99 W.W.F. (TYP.) J SCHEMATIC INSTRUCTIONS BOLLAR05 IN A RANDOM FA5[-JION. BARRIER W 2 - #4 CONT. ROPE TIE @ BOLLARD GOMBOS OF 1, 2 4 3 BOLLARDS. TYPES' 2 ROPE BARRIER (TYP) 3 POPE BARRIER (TYP) 3 ROPE w/ NET BARRIER (TYP) —FILE: 2-A-3.DWG STEPS W/ 6" RISERS, 12" TREAD — JOB, NO.: P-69-98 NOSING7 112" RADIUS SCALE: As Shown SECTION Site G&wW %n / [*Mb F1 BARRIER DETAILS F6 STAIR DETAIL 2.A3 7 3 of 3 SCALE 1/2 = 1 —0 X-02-02.dwg SCALE 3/4" = 1 '-0" X-02-05.dwg 1 _1__ _, ______ 2 3 4 5 6 7 1 8 AQUATIC i ------ -- - I ------ .- _ ____ _ - -- - I----- - -- - -- - --- __ I ___ -... -.---- I - - - -1 - . ____ DEVELOPMENT . . . 1. .1 ` .1- .,i. -,::�7.- " ... ..dom .... %, -.% - i . . ; -. ; ; : : :-, .". : i 1� � I . : ;1 � :: : �. GROUP : .-�'-` -11, /. -- . " - .. - ,".,r ;�".,:", 4 . , . : ,.-,'..' .�i�...- 1�' . .,�. . I -..... :., .., 11 . . ,f .i. 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I 1 , ; / i i . .. / ,_ , I I I I I I I I / i_L._1__.;_-111_M�11__` , 'a, v , * , ,_ "' _,_ '�* , I ;-,-,-If .___ I- - '.1 __ 1 4.1 / 1� - `-_,�, ,�- �. �"11�_� ,,4-r' ' ,,4�.,,70�,17��!r'v-ei-�I6, k i � . . �. -,�;,_, , I - .., . 1i____11_11_-___..............._1________1___1..........�.................... 1. '; A " " �, i i 1 __._i_j_.;_.._1i' .1 I....... ........ � -1 _1 � ...................... : � 1 , - -11 I , , � .1 .........�..._1_1........... 6 _ ki. I , , , Pon ".�. I , ...... ............................. . ; 1�--, - .............. ., , :-.) __. _.- , __.................._j ...1 , . , � , /1 ,1 1 1 1 11 L I .. I......................1: .". , - 1_, 1-"-......________Us_ ; , J; 1 � _,"_j",J.. &I 1 T 1 �, % j .. AjI , . I " .11.11..............�............... i I I . . " . " _., /............................. -.1.1.........I................ 0 t H -.� . , t � 2-C-3 �� < :r C3 STORM SYSTEM PLAN . :1 , .----I— 3 of 5 :E I SCALE 1 " = 30' 2-C-3.DWG I 1� :� 1 2 3 4 5 6 7 8 AQUATIC DEVELOPMENT GROUP Manhole Cover SANITARY SEWER NOTES: In Paved Areas Or This drawing is the r Neenah Foundary Model #R-155$ g property of or Equal unpaved Areas With Ground 1. GRAVITY SEWER LINES SHALL BE POLYVINYL CHLORIDE (PVC) SDR-26 AND SHALL COMPLY WITH Aquatic Builders, LTD., Cohoes, q Water Level More Than 30" ASTM D-3034 LATEST REVISION. PIPE JOINTS SHALL BE SINGLE GASKET PUSH-ON TYPE N.Y. The use of this document is Below Finish Ground w,R„ AND SHALL COMPLY WITH ANSI/ASTM F477 - LATEST REVISIONS. restricted to the conveyance of infor. 2'-6"f" MIN. motion to Gusto ers or vendors of `:rsr f 2. SANITARY MANHOLES SHALL BE 4 FEET INSIDE DIAMETER HEAVY WALL FIBERGLASS MANHOLES. NEW g"f Mortvr Aquatic Builders, Ltd., Cohoes, A RELOCATED Precast Concrete Grade �. 3. MANHOLE COVERS SHALL BE CAST IRON AND SHALL BE PROVIDED WITH RAJN GUARDS. N.Y. which reserves all proprietary HYDRANT HYDRANT Adjustment Ring $ rights hereto. No other use, dupli- O 3" min./10" max. Ril V-1 I.D. 4000 P.S.I. Precast Concrete 4. SERVICE LATERALS SHALL BE SIX INCH PVC, SDR 26 AND SHALL CONFORM TO THAT OF THE MAIN, cation or reproduction in whole or in FLUSH WITH PAVEMENT Top Slab g" part may be made of this document 1' MIN BREAK Cone Section ,;.;;; f.•: INSTALL IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN. OR 1" IN GRASSED AREAS First step to Concrete & Reinforcement ' except upon the written consent of FLANGE „ p ( 5;. �i,ti,. :rrr< W;<•,• 5. THE FOLLOWING TESTS ARE REQUIRED AND SHALL BE PERFORMED IN CONFORMANCE WITH LOCAL SPECIFICATIONS. Aquatic Builders, Ltd. The infor- 2 MAX be 30 max 12" O.C. As Per ASTM C-478 85A)) r`'1G'>ay. " '` �� A DEFLECTION TEST motion conveyed herein is intended from top ' Y B. LOW PRESSURE AIRTEST of cover Butyl Rope s "� �4�,,.; / ty p 4 •�• C. CORROBORATIVE INFILTRATION EFILTRATION TEST byclthevtitlef block andlreceiptnbylethe VALVE BOX Steel Reinforced Grade 60 - (See Detail A) owner, architect, engineer or contrac- ( ) ? 6. ALL COMPONENTS OF THIS SYSTEM SHALL COMPLY WITH THE REQUIREMENTS, RULES AND REGULATIONS OF THE AUTHORITY g POLYETHYLENE OR I 1•-0 (TELESCOPE Copolymer Polypropylene 5'--0" I.D. Precast Reinfor. Concrete "`"'} `'` HAVING JURISDICTION. for on this project is evidence of th( acceptance to these conditions of _ WATER UTILITY NOTES: r BUILDING PAPER PATTERN) Manhole Steps Manhole Sections 2' Through : ' „N.; s:•r a,;,•.. •'� P III z ' w FR..a �'... Z 4.,:.,,,..., . restricted use. M.A. Industries or 8 Length As Required. ' � >w:.� ,. `;,��, I Approved Equal) =II INSTALLATION AND MATERIAL OF WATERMAIN, FIXTURES, SERVICE LINES, HYDRANTS AND RELATED -H 6 „ " TYP Use 2 Coate Of Sikagard 62 APPURTENANCES SHALL BE COORDINATED WITH THE WATER SUPPLY CORPORATION AND CRUSHED STONE j 16 6 DIA. II For Interior Coating Of Base SHALL CONFORM TO THEIR REQUIREMENTS, RULES AND REGULATIONS WHERE APPLICABLE. in ANCHOR E Slope Top Of Benchwall to First Joint. Use 2 Coats II ANCHOR PIPE II 2" Per Foot Steel Trowel 1/2 I.D. of Koppers Super Service PVC PIPE AND FITTINGS v PIPE 18w MIN 1 Smooth All Around Black On Other Exterior I11; Compacted Surfaces And All Exterior A. ALL PIPE FOR WATERMAINS SHALL BE POLYVINYL CHLORIDE (PVC) ANDCONFORM TO AWWA C900 - II = urfaces. STANDARDS FOR PVC PRESSURE PIPE FOR WATER. _II R.O.B.R06 Gravel Backfill - N - UNDISTURBED - � r ,r Rubber Entrance Hole Gasket 5 WATER SERVICE DETAIL I L B. ALL PIPE FITTINGS SHALL BE PVC PLASTIC AWWA C907, CLASS 150. INCLUDE ELASTOMETRIC SEALS SOIL Cast in Place or Neo rene Boot & ACCORDING TO ASTM F477. I=III-III=III=III-''I pipe Stainless Steel Band lamp SCALE N.T.S Watserv.DWG Bedding Damproofrng C. STORE PLASTIC PIPING PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING. �f ' Same As Pipe Bedding GATE VALVES AND VALVE BOXES: o B ` A. ALL GATE VALVES AND VALVE BOXES FOR WATERMAINS SHALL CONFORM TO ANSI/AWWA C509-87 AND SHALL BE SUITABLE TO A MINIMUM WORKING PRESSURE OF 200 PSI. E \!"4 �� '/. 6" M.J. GATE VALVE `n �A B. ALL GATE VALVES SHALL BE RESILIENT SEAT, IRON BODY, BRONZE MOUNTED, NON-RISING STEM AND 4000 P.S.I. FURNISHED WITH DOUBLE O-RING PACKINGS. Concrete Bench 12" Mil. Polyethylene Sheet Along C. GATE VALVES SHALL BE SUPPLIED BY AN APPROVED MANUFACTURER ACCEPTABLE TO THE CITY DRAINAGE PIT - BACKFILL TO BOTTOM OF PIPE Entire Base Of Manhole as Ordered By Engineer WITH UNDERDRAIN FILTER STONE, 1/2 C.Y. MIN. min. No. 4 at 12" O.C.E.W. (min.) AND THE WATERSUPPLY CORPORATION AS REQUIRED. D. ALL VALVE BOXES SHALL BE OF CAST IRON, TELESCOPIC PATTERN, AND FIVE AND ONE QUARTER INCH (5?) IN DIAMETER. E. ALL VALVE BOXES SHALL BE FURNISHED WITH A CAST IRON COVER, DROP STYLE, WITH THE WORD "WATER" AND 4 SANITARY M A N H 0 L E DETAIL AN ARROW INDICATING THE DIRECTION OF THE VALVE OPENING (OPEN LEFT) CAST ON THE COVER IN RAISED 1 HYDRANT DETAIL CHARACTERS. FULL LENGTH OF PIPE (L) FIRE HYDRANTS ° SCALE N.T.S Hyd.DWG SCALE N.T.S Mh.DWG A. ALL FIRE HYDRANTS SHALT, BE SUPPLIED AND INSTALLED IN ACCORDANCE WITH THE RULES, REGULATIONS AND � NEW SEWER (VERTICAL CLEARANCE REQUIREMENTS OF THE CITY. m TO DICTATE PIPE TYPE.) zO a B. ALL WATER SERVICES SHALL BE 2 INCH NPS PVC PLASTIC. SCHEDULE 40 PIPE; PVC PLASTIC, SCHEDULE 40. 0 TYPE "A" BLACKING TYPE "B" BLOCKING SOCKET FITTINGS; AND SOLVENT-CEMENTED JOINTS. FOR 11 1/4 - 22 1/2 FOR 45 VERTICAL BEND PIPE PIPE La VERTICAL BENDS JOINT JOINT INSTALLATION OF WATER SYSTEMS _E] - a VB S D L A. IN ADDITION TO THE VARIOUS INSTALLATION REQUIREMENTS GIVEN IN PRECEDING SECTIONS OF THIS VB VB 2 I SPECIFICATION, ALL WATER DISTRIBUTION SYSTEM INSTALLATION SHALL BE DONE IN ACCORDANCE WITH ANSI AWWA B't f3 �' K�qF ` to 9 !� C600-87 RECOMMENDATIONS. ALSO, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY C $,. I lz 19 $" $" z^ ti & HAVING JURISDICTION. 8 pi! z .. OF FULL L PF FULL wF,7HREADED e' ��- $ ° vi L - " PIPE L) PIPE L) B. WATER MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SANITARY SEWER. � r oy �' l__ + �y THE DISTANCE SHALL BE MEASURED FROM EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO °' a fit` sg 9 916 owl D lily g �" IF LESS THAN 18" USE DUCTILE MAINTAIN A 10-FOOT SEPARATION, THE WATER MAIN MAY BE INSTALL CLOSERTO THE SANITARY SEWER PROVIDED m " 11 1/4 18 2 5 S ° a I !� w w IRON CLASS 52 OR PVC PRESSURE THAT THE WATER MAIN IS LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE t7 S I T 6 22 1/2 32 3 2 3/4 1.6 • fi 59 3.9 3/4 1.fi PIPE - {AWWA C900). PC 100 I SIDE OF THE SANITARY SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 0 a - 18 INCHES ABOVE THE TOP OF THE SANITARY SEWER. WATER MAINS CROSSING SANITARY SEWER SHALL BE • ° INSTALLED TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND I- 8• ' 11 1/2 55 3.0 3/4" 1.8 " ° ° 8" 102 4.7 3/4w 1.fi THE OUTSIDE OF THE SANITARY SEWER. THIS SHALL APPLY WHETHER THE WATER MAIN CROSSES ABOVE OR BELOW 'm N „� co oo rn o ° - 22 1/2 55 3.8 S f � THE SANITARY SEWER, FOR ALL CROSSINGS, ONE FULL LENGTH OF WATERMAIN PIPE SHALL BE LOCATED SO THAT 0 0 0 0 0 0 0 0 0 WATER MAIN FINSH® GRADE EACH JOINT SHALL BE AS FAR AWAY AS POSSIBLE FROM THE SANITARY SEWER. SPECIAL STRUCTURAL SUPPORT OF TYPE "A" BLACKING TYPE NB* BLOCKING THE WATER MAIN AND SANITARY SEWER MAY BE REQUIRED AS CONDITIONS DICTATE. CLEANING A. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING AS FOLLOWS: SEWER MAINS IN RELATION TO WATER MAINS: z 0 2 GRAVITY THRUST BLOCK DETAIL WHERE POSSIBLE SEWERS SHALL BE LAID AT 1. PURGE NEW WATER DISTRIBUTION PIPING AND PARTS OF EXISTING PIPING LEAST 10.0 FEET HORIZONTALLY FROM ANY a THAT HAVE BEEN ALTERED, EXTENDED. OR REPAIRED BEFORE USE. EXISTING OR PROPOSED WATER MAIN. VERTICAL SCALE N.T.$ Gtblock.DWG SEPARATION SHALL BE MAINTAINED TO PROVIDE 2. USE PURGING ANT? DISINFECTING PROCEDURE PRESCRIBED BY a A MINIMUM OF 18 INCHES BETWEEN THE SEWER AUTHORITIES HAVING JURISDICTION OR, IF METHOD IS NOT PRESCRIBED z AND WATER MAIN CROSSINGS. WHEN IMPOSSIBLE BY AUTHORITIES, USE PROCEDURE DESCRIBED IN NFPA 24 FOR FLUSHING o TO OBTAIN THE VERTICAL SEPARATION, DUCTILE OF PIPING. FLUSH PIPING SYSTEM WITH CLEAN. POTABLE WATERco Q I=11 IRON CLASS 52 OR POLYVINYL CHLORIDE (PVC) UNTIL NO DIRTY WATER APPEARS AT POINTS OF OUTLET. ^ `^ GRADE r!- I I PRESSURE PIPE - (AWWA C900), PC 100, SHALL BE CL .10THRUST I-I I USED FOR THE SEWER MAINS. 3. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY \/ in -- BLOCK I=11I -I11=I I 10' MIN. AUTHORITIES HAVING JURISDICTION OR. IF METHOD IS NOT PRESCRIBED X x D -III=I PIPE - - BY AUTHORITIES. USE PROCEDURE DESCRIBED IN AWWA C651 OR AS W �� III III BEND- II-I. DESCRIBED BELOW: WATER/FORCE MAIN COMPLY WITH NFPA 24 FOR FLUSHING OF PIPING. FLUSH PIPING y 0 III II 11- =1 _�I SYSTEM WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT POINTS OF OUTLET, I III I I-1 III 1) FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE c �� in ; I� SOLUTION CONTAIN AT LEAST 50 PPM OF CHLORINE. ISOLATE SYSTEM OR PART m m o UNDISTURBED solL _ f THEREOF AND ALLOW TO STAND FOR 24 HOURS. 0 t oL ,i t d O 0 a (� w r , PLAN VIEW 6 WATER/SEWER CROSSING DETAIL 2' WATER/CHLORINE SOLUTION CONTAINING T LEAST 200 PM OFC REFILL OR E;W () TYPICAL THRUST BLOCK FOR HORIZONTAL BENDS ISOLATE AND ALLOW TO STAND FOR 3 HOURS. W N.T.S. SCALE N.T.S Wscross.OWG � GRADEI MAIN 3) FOLLOWING ALLOWED STANDING TIME, FLUSH SYSTEM WITH CLEAN. POTABLE WATER UNTIL CHLORINE DOES NOT REMAIN IN WATER COMING FROM SYSTEM. Q Q TEE 6" SEINER I I ADAPTER FITTING 4) SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION. li I LATERALI I� IF REQUIRED REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF V) o FORCE MAIN I �.. CONTAMINATION. � 0WATER PLUG J I / I "' ''' WATER/FORCE MAIN I TEE WHEN b. PREPARE REPORTS FOR PURGING AND DISINFECTING ACTIVITIES. W Q I; I SPECIFIED OR VALLOWED " I I I ENGINEER BY 0 (� ' III - I � I � Q. E _ I= _ , , FINISHED GRADE Q Q i I_ - L++ JI di 1...I 11 I I 1 Imo)I I- 3000 PSI CONCRETE ( I EXISTING AND/OR FINISHED GRADE ? _ f V Cr ELEV. VIEW --I III- UNDISTURBED SOIL THRUST BLOCK - - _ _ - - -u I _ = PROVIDE SHEETING OR SLOPE Q I rl PLAN VIEW I - _ _ Z -III _- TRENCH WALLS A5 REQ'D. 8Y m a I I - I El I I-I�I=��I STATE OR FEDERAL CODE. E Q THRUST BLOCK FOR PLUG THRUST BLOCK FOR TEE I I �� _ _ °� =I!I- III=1 I I--- N.Ts. _ TN.T.S. I I 45' OR 30' ¢¢ i ! TRENCH BACKFILL ADAPTER FITTING BEND AS REQ'D 3 cn cn I=1 I I I I=1 I I-I I ". € IN PAVED AREAS USE R.O.B.R0.8 GRAVEL v , r r IF REQUIRED 1% MIN -I } I-I " _-�_ s AREA OF BEARING FACE OF CONCRETE THRUST BLOCK IN SQ. FT., BLOCKS TO WYE I I -GRADE ��� �_I I I 0.D. + 3 -0 I�I=1�I; T NONPASUITAB EDEAREAS USE i�IATERIAL ■ ` ' '' BE POURED AGAINST UNDISTURBED SOIL 45 E 60' I 4S E IR BEND �~ I I I =III=I =I I r ■ •' ■0R TEE- AS REQUIRED PIPE SIZE 90• BEND 45• BEND 22.5 BEND 11.5' BEND TEE PLUG - ___ I I1 2 1.1 0.6 0.3 1.ti 1.75 I 12" -I I I-I I t Mill, I - - - 4T PIPE ZONE MATERIAL - ISSUED FOR: s" 6 3 3 3 -4 s I I "' ' I=I i 1=1 I !=1 I I -III;III-1 I I ' I-' __-__ I I-1 f I SELECT GRANULAR FILL FOR DISCUSSION 8" 10 6 3 3 7 8 r I ��I-I - I`� ' I=1 I I �` III- ISSUE DATE: r I 6" BUILDING I I-1 I I I=1 PIPE BEDDIING BUILDING =I I-III �' '� ' I I=1 I BEDDING MATERIAL FOR WATER LINES - 1/4/99 SEWER LATERAL A5 REQUIRED �� - REQUIRED IN UNDERCUT AREAS - CRUSHED NOTES: I I I _I " - I_ o ,.� - STONE. DRAWN: PJB �I I I-_ = III" MAIN SEWER 8 I I=1 I I I I=I 1. CONCRETE NOT TO OVERLAP ANY JOINT I °° III.--1 I -- s - --- -- -- CHECKED: J.Dunn - i i -I 11=III=1 11=1 11=1 1 1=1 BEDDING MATERIAL FOR SANITARY LINES - PLOT DATE: 1/4/99 2. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING CRUSHED STONE. OR INSTALLING ANY OF THE JOINTING MEMBRANE. FILE: 2-C-4.dwg 3. FOR REDUCERS USE MECHANICAL JOINT FITTINGS WITH RETAINER GLANDS. (TO BE USED FOR ALL WATERLINE, SANITARY & STORM SEWER JOB, NO.: P-69-98 INSTALLATIONS OR A.O.B.E.) PLAN SECTION SCALE: AS SHOWN Sanitay Water 3 THRUST BLOCK DETAILS 7 SEWER SERVICE DETAIL 8 WATER/SEWER TRENCH DETAIL Details SCALE N.T.S Tbloc!<.DWG SCALE. N.T.S Sewserv.DWG SCALE N.T.S Wstrench.DWG 2 - C - 4 4 of 5 1 2 3 4 5 8 AQUATIC -- - _ - DEVELOPMENT STORM WATER SYSTEM DATA: GROUP General FROM Ri11 i EL. IM/SaUT POUT, TO RIM EL. W'Js Iry IN E TH FNSTH IS % POPE % PIPE PVC surface dralnage inlets shall Include the Inllne drains, drain basins, and catch AD3 115.80' - 111.67" AD2 115.80' 111.28' - "18' - 05% - 12"A05 N-12 This drawing is the property basins as Indicated on the contract draw- AD4 115A3' - 112.12' D04 114.65' 111,37' - 63, - 0.5915 - 8"ADS N-12 Aquatic Builders, LTD., Cohoe Ings and referenced within the contract AD5 115.00' 115.10' 112.04' 112.14' AD3 115.80' 111,53, 111.83' 52, 45' 0596 01% 6"AD5 N-12 N.Y. The use of this docurr specifications. The cast iron grates for restricted to the conveyance each of these fittings Is to be considered CBI 11570' 115.20' 111.42' 111.42' MHI - - - 211' - 0.5% - motion to customers or venc on Integral part of the surface drainage DI#I - 11670, - 115.10, DI#2 115,65, - 112bq' - 62' - 05% 8"A09 N-12 Aquatic Builders, Ltd., Cohoe,- Inlet and shall be furnished by the some 01#2 - 11565' - 112,5q' AD4 Ii5.g3' - 11222' - -15' - 0596 8"ADS N-12 N.Y. which reserves all propr N manufacturer. The surface drainage inlets rights hereto. o other use eproduction in why shall be as manufactured b Nyloplast, cation or part may reproduction made of this d USA, Inc. or prior approved equal, NOTE: N�tertals AND SITE ALL STORM, SANIFEATARY, POTABLE WATER except upon the written cony PIPING Aquatic Builders, Ltd. The it The Inllne drains, drain basins and catch TO HAVE A MINIMUM OF 30" COVER. motion conveyed herein is in basins required for this contract shall be mcWactured from PVC, pipe stock, uttii- exclusively for the project id zing a thereto-molding process to reform by the title block and receip the pipe stock to the urnishad contlgura- STORM STRUCTURES TABLE, REFER TO DETAIL G2, DRAIN BASIN/PIPING G0NFI(9LRATI01N DIAGRAM BELOW, owner, architect, engineer or tion. The drainage pipe connection stubs P1 A / INV. PI / INV. PI C / INV. for on this project is evident UNIT TYP1= RIM CAB BG acceptance to these conditio shall be manufactured from PVC pipe stock and formed to provide a watertight AD3 12" DRAIN BASIN 115.80' restricted use. - - - - connection with the plping system specs- A04 12" INLINE DRAIN 115.413' - -- - fled. This Joint tightness shalt conform to AD5 12" INLINE DRAIN 115.10' - - - - ASTM D3212. GBi - 115.20' - - - - Surfoce drainage products shall meet the 01#1 - 116.10' mechanical property requirements For Di#2 - 115b5' - - - - fabricated fittin s as described in ASTM NYLOPLAST OR EQUAL F-144, Fci'74 and �1336. NOTE: ALL STORM PIPES ADS N-12 OR EQUAL. ytoptast americaANOL E 3130 Verona Aveme-W� d,eeor ro 305i0 The grates Furnished for all surface draln- ry yR Tel.MO)932-2443-Pox,(770)q32 zaao HIN6Ep GRATE COVER AB age inlets shall be cast Iron and shall be FOR EASY ACCESS made speclfically For each fitting, erates iy for 12" and larger gain basins and Inllne / DRAIN \ p drains shall be capable of supporting 6A5fN B H-20 wheel loading. 6-ratas for drain MIAi,# MATE p = - a / . .............. .........._... 0 basins and Inllne drains inlets smaller than �,...... :....... 12" shall be capable of supporting light 12* 1350" ....--� 4....._...... wheel load traFfic. Metal used M the menu- pfPE --.. PIPE facture of the castings shall conform to 5.O' A ASTM A-48-83 Glass 30B for gray iron. �� IN ::::::::' i......::: OUT ...- The, castln shall be furnished with a •••••- -• . black pain a © MATERIAL= CAST IRON Installation c_-__-� :::.::....::: ::.... The specified PVC surface drainage Inlets ADAP11M f�64,l0"OR 12' © � QUALITY= MATERIAL SHALL MM STORM ST1�11GW TJ�..E1 � � C.CJtJF'C�W TO A6TF1 A48-GlAS5 30B IN / shall be installed using conventional t- 9 d PAINT, GASTIN SS ARE FISHED PIPE G flexible pipe bockf111 materials and �t WiTH A BLACK PAINT ANGLE procedures. The backfNl material shall be KATMO TADA"M t� Q BG c crushed stone or other granular material o meeting the requirements of class I or 2 4' - 12* f a material as deFlned In ASTM D2321. The surface drainage Inlets shall be bedded ` © TOP VfEW PLAN DIAGRAM TE PEDE57RiAN M-10)RATED c, g DRAIN BASIN - PIPE ADAPTFRra/PlPES and backfilled uniformly in accordance DRAINAREA R SID So. INCH GONFICURATtON (FOR USE WITH Z Q with ASTM 02321. PEDESTRIAN GRATE 12" INLINE DRAIN STORM 5TRUCTURE5 TABLE) 12" PEDESTRIAN CRATE > UJ NYLOPLAST OR EQUAL NYLOPLAST OR EQUAL DRAIN BASIN/PIPING Q F21 INLINE DRAIN DETAILS C 1 DRAiN STRUCTURE GRATE DETAILS C2 CONFIGURATION DIAGRAM CSCALE N.T.S X---180.DWG SCALE N.T.S X-176.DWG SCALE N.T.S X--188.DWG INLET AND OUTLET ADAPTORS (b", 10", 12") ro TYPICAL GONGRETE DECK iNSTALLATION5 ° 4 12" AND 15" DRAIN BASIN 12* AND 15" INLINE DRAIN m o o a o 0 0 0 0 o a 4'-O" MiNIMUM 4'-0" MINIMUM OUTLETS PEDESTRIAN 6RATI=S PEDESTRIAN 6RATE5 WITH WATERTIGHT ADAPTORS PA`Y EMEN:�� . �RM DECK DECK 4 i \ *.Z f ANGLE \\L \\�j\\\ ow } 0 OD ADS N-12 PIPE OR DUAL. ADS ADS M-12 PIPIT OR EQUAL. PIPE © � PIPE BACKFILL MATERIAL SHALL BE BACKPILL. MATERIAL 5HALL BE U- A © © B GRIr-4M STONE OR CiRAVEL GRD<ED STONE OR eRAVEL -- - MATERIAL MEETIN6 CLA55 I MATERIAL MEETING CLASS I r7 OR 2 AS SPECIFIED IN ASTM OR 2 A5 5PEGt1 IE-D IN A5TM o Y o V2321 P2321 C=) - BAGKFILL MATERIAL SHALL BE BAGKFILL MATERIAL SHALL BE X "o / PLACED UNIFORMLY IN 12' PLACED UNii"ORMLY IN 12' o Z co ANGLE LIFTS AND COMPACTED LIFTS AND COMPACTED W 3 w, PIPE G ` '�Oi ADAPTORS CAN BE CoIb d O lb MOUNTED ON l ANY ANGLE s o O° To 5540. i o c°ii / TO DETERMINE CONF16LRATIONS _ SEE 5TORM 5TRUCTLI E5 TABLE. D 1 STORM DRAIN SYSTEM INSTALLATION DETAILS CONCRETE DECK CONDITIONS Q SCALE N.T.S X-181 .DWG I r ry W ,. 12' I THE o _- TYPICAL LAN05GAPE IN5TALLATION5 COONNECTTM TTo 1LINE BY USE OF W — A RISER AND A TEE �--- Q Q PE STRIAN 6RA7'E5 ADS INLIf1E DRAIN < o >r lo"AD H-12 PIPE � U lJ J Elf THE INLINE DRAIN AT 12'DRAIN BASIN U o — THE BE6INNINe OF A DRAIN LINE �7`7 . a 12 AM N-12 PI# W� m�, Q Q p d ~ DRAIN BASINCr t` T''PIGAL INSTALLATION OF \\i\\�\ \\ \\i /\//\��ii COWAGT® SOIL FLOW NYLOPLAST DRAIN BA51N AND DIRECTION t�/ INLINE DRAIN �\//\\j\\f 10' OR 12" INLINE DRAIN WITH lhtFT ADAPTORS t r _ . , t�f OMOPLAST OR EQUAL) Nr ANECE .. Q AM H-12 PIPE � 8 , 10' OR 12" r —1 (SEE STORM WATER SYSTEM DATA TABLE) bill ADS AD5 N-12 PIPE �- ADS 114-12 ELBOW (4109 z10 , N - "(2) MAXIMUM ISSUED FOR*. rn OVERALL 6DI�IT 10' DIRECTION ADS H-12 PIPE OR EQUAL. 12' INLINE DRAIN ISSUE DATE.REVIEW �� WATERT1614T ADAfrroRS co 12 DRAIN BASIN FOR ALL PLASTIC PIPING 1 4 99 NYLOPLAST OR EQUAL IS NOTUS DE IDRAIN/TEE HISPROJECT. NYLOPLAST OR EQUAL S DRAWN: PJB CHECKED: J.Dunn F1 DRAIN BASIN DETAILS F3 STORM DRAIN SYSTEM INSTALLATION DETAILS -- LANDSCAPE CONDITIONS o PLOT DATE: 1 4 98 F SCALE N.T.S X-178.DWG SCALE N.T.S X--181 .DWG FILE: 2-C-5.dwg C O J06. N o, SCALE: As Shown + Site Storm System Details 2 - C - 5 g 5 of 5 — -_- t AQUATIC DEVEL PM NT GROUP a Thi,� -i'awiro is the prcperty of i-;z J: V.. Aqjdti.� Builders, LTI), Cqho(�s, N Y. -he use of this document i.,, r::.�.7 restri(te�j to the conveyance of intor to custorners o Aqu,it Hulders, Ltd, Cohoes, `4Y a rnat,oi F vendors of ...... .... whic:r- reserves all pror�rietary rights A. 7, here-tc No other use, du�bcatir)n 6 rRprr,.jc-tiof- in whole, or in part ma,, be in�,,Je of this documeni excnipt -onse -i v, _jlpon ��iq written nt of A(juc % Builde, Ad The information cDri eye(! hereir is n4:,,ndE)(J exclusiv( T ly k,r 'he project identified by the A title �ck and receipt �)y tf-e owner, .... ............ ar&O-A, engineer or contractor on % ...... this, r7 )1��cl is evidence of Il')eir ac- % ............ ........... celplia! ce to those condfions of ... .......... se restric 1c4d u, f R % a TPAN5FORMER s. ff: .........jx- ..4 ........ ::"4�, ........ 7- J J.. t 4. % ........... ........ a ............ ............. ............ ..................... !71 ........... % Z cl ........ .... M IL r... U. ...... 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I _."'..'.1.1 " ;, I , I -,. , � ,� . i : � I I - , __ �. . - ., I .- . . � , ".1 � . N .1 . . � . � 1) n , ` ,� I I I I I I I 2-R-1 I,,- '* 'W%,� ,� , - � " , , "I, I I - _` " I. % I �, 11 , "`�` , , I - 11 . ; _�, - � -,� " - - - � _. -1 �1_ - - ,."s�1, ;�\, �_ .% , , J';'It, IM, 14� , ., - In F1 SITE PIPING PLAN 0 __ __ ____ - - - ____ . . - . I - X-02-1 O.DWG I ' 1 of 1 .1 SCALE 1 " = 20'-O" X) . ____ _. . n - .. - . I . I . .-� ,L: . . 1 2 3 4 5 7 8 AQUATIC DEVELOPMENT EQUIPMENT LIST -- 5.R C-ILNERAL NOTES: GROUP MK. QTY. MANUF. MDL.NO. DESCRIPTION DETAIL REF. I. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALE DIMENSIONS. 3A-EI 4 WHITTEN - SINGLE LADDER BI/3.A.6 2. ALL WORK SHALL 13E DONE IN CONFORMANCE WITH APPLICABLE CODES AND This drawing is the property of 3A-I=2 I WHITTEN BALANCE TANK SUMP PIT 133/3.A.6 RE6ULATION5. Aquatic Builders, LTD., Cohoes, 3A-E3 I WHITTEN BACKWASH TANK SUMP PIT 55/3.A.6 N.Y The use of this document is 3A-E4 - - - - - 3. THE CONTRACTOR SHALL REVIEW THESE PLANS PRIOR TO CONSTRUCTION AND restricted to the conveyance of n€or- VERIFY GRADE5, DIMENSIONS, STRUCTURES AS 5HOWN. THE CONTRACTOR SHALL mation to customers or vendors of 3A-E5 - - - - NOTIFY AQUATIC CONSTRUCTION LTD. OF ANY DISCREPANCIES BETWEEN Aquatic Builders, Ltd, Cohoes, N.Y. 3A-Er6 _ _ _ _ _ PLANS AND ACTUAL GONDITIONS PRIOR TO GOMMENGING WORK. which reserves all proprietary rights A3A-E-7 - 4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXI5TIN6 UNDERGROUND hereto No other use, duplication or UTILITIES BEFORE GOMMENGING EXCAVATION WORK, reproduction in whole or in part may be made of this document except 5. BAGKFILL MATERIAL SHALL BE 5AT15FAGTORY 501L FREE FROM CLAY, ROCK OR upon the written consent of Aquatic GRAVEL LAR6ER THAN 2" IN ANY DIMENSIONS, DEBRIS, WASTE, FROZEN BtWclers, Ltd. The information con- MATERIALS, OR OTHER DELETERIOUS MATTER. FILL SHOULD BE PLACED IN LIFTS veyed herein is intended exclusive- AND COMPACTED TO AT LEAST q5% MAXIMUM STANDARD PROCTOR DENSITY ly for the project identified by the NEAR THE OPTIMUM MOISTURE CONTENT. title block and receipt by the owner, architect, engineer or contractor on 6. CONTROL JOINTS IN FLOOR TO BE GUT A5 BOON AS PRACTICAL, AFTER FLOOR this project is evidence of their ac- ts PLACED. CONTROL JOINT5 MUST BE GUT WITHIN 24 HOURS OF FLOOR PLACEMENT. ceptance to these conditions of restricted use. I. ASPHALT EMULSION FOUNDATION GOATIN6 TO BE USED ON ALL EXTERIOR CONCRETE FOUNDATION WALL5 BELOW GRADE. ELEGTRIGAL NOTES: FI I. ALL ELECTRICAL CONSTRUCTION SHALL COMPLY WITH ARTIGAL 650 OF THE F6 �`'S G5 NATIONAL ELECTRICAL CODE (N.E.C) OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND APPLICABLE STATE AND LOCAL CODES. A.4 T 2. &ROUND FAULT CIRCUIT INTERUPTERS SHALL BE PROVIDED FOR ALL LIOHTIN6 AND OTHER ELEGTRIGAL CIRCUITS IN THE POOL AREA. iv 3. ALL REINFORGIN6, DECK EQUIPMENT, LADDERS, UNDERWATER LIGHT5, SHALL 13E Q B 6ROUNDED PER CODE. 0 -O" b-O I -O 20-8 I-O 12-O" I-O am-oil 1'-0" p 4. NO OVERHEAD WIRIN6 SHALL BE INSTALLED WITHIN 20 FEET OF ANY POOL STRUCTURE. r:l✓ .+e :r/ r/ . •r: ski.. ME- 110i.r. r. . •s`'! '., r ::riri irff sfGi',si �sv s +ff G /,sy iz r' f k STRUCTURAL NOTES: 3A-E3 ¢' 1. CONCRETE GOMPRES51 VE 5TREN&TH AT 2& DAY5 SHALL BE 3500 Psi MIN. 2. REINFORCING STEEL SHALL BE GRADE 40 DEFORMED BARS. ; i •j 3. MINIMUM SPLICE LENGTH SHALL BE 360 OR 15" o FILTER ,. p �� f/4 ` WHICHEVER 15 GREATER. MINIMUM COVER 2" UNLE55 OTHERWISE NOTED. - 'F TANK #2 ` A.4 i>sc' (HV5-200) f f' �� „/ 4. FORM OIL5 OR CURING COMPOUNDS SHALL NOT BE USED o F.F. = 10'7.50' ,,` ..... ! t� T O I E cn ff f i ',t ff ON SURFACES TO RECEIVE PAIN R TILE FINISH, ZO o 3A EI 5. MAXIMUM WATER-DEMENT RATIO TO BE 0.45; CONCRETE ; ..' ;' l i / TO OE AIR ENTRAINED. b. CURE AND PLACE CONCRETE IN AGGORDANGE WITH ACI STANDARD. LU .'`. 7 s� } ir' — � '/ �•r,.s i `'t, '/% 7. PROVISION SHALL BE MADE FOR BONDING R)wINFORGtNG STEEL 3A-EI r ,; + . �_.mm„____.. fr+: IN AGGORDANCE WITH PROV151ON5 OR NEC, ARTICLE 660. i lrr }f;f li O" FILTER :''!F 'y/}+•Y.'l: :� S : H1`r/ ?, ! TYP. r• i ' urif. y n a: r h ivf ✓r '.f f/'' fr PUMP ROOM ii, `. ;i. ......... .... r , rr......F .J�,`,r..... ' Y T W ` s ' �%..` F.F. 10�.50 5; 4 sfii% f 4 ff t BACKWASH + { :G:' f 't ; HOLDING TANK i' v m f 3 -EI f/ r F.F. - 10"1.50' f' { /+ f BALANCE f TANK i J , �; s r _ °/ 0 0 0 0 0 0 0 0 0 a F.F. - 10-7-50' FILTER TANK #I `'•, a �+ * r f A.5 v ` f 015-200) ` � '• s F.F. - 10'150' i �Y t :c 3A-EI STEEL HEADER ¢: f s .' o f/.Y�' � :•1.F' ,df` !ri ``! � aaoao.as .w eow wvnmooaa s.•f% `, f/Y;!s• 9 to , i r s zz: f v f f`` s • rr f f/ r¢++ /+, `X .� co DD FEATURE \t•, ,' oo v c n PUMP ROOM jl :' 2 #� F.F. = 107.50' '� F z aro UJ ��-- 40Ud OPEN To ABOVE Mum ,/ ,cs•rf�• ❑ a ./r` J, If : ./ '//r% f .G 7.rf• j `•.c� '" W W (0 J mE 4 + o B5 f 35 = w O A l ! ' F6 6 f A.b a 1 W , V Orr CA155ON #I , , CA155ON #2 IN w r F.F. - 101.50' s'sf F.F. - 10,75 � � Q 0 a _J 0 C)D /�/ r /� ���' ritof�''. ��� ':�f / •f ,+ n! r fffs`�r`. < w C W 3r. A.4 _0 Q ® CHANNEL � A.5 Q ■ ■F ■ ■ 1'-0" 8'-6" 1'-O" 8'-b" I'-O" ISSUED FOR: Review 20'-O" ISSUE DATE: V4/99 DRAWN: for CHECKED: J. Dunn FPLOT DATE: 1/4/99 FILE: 3-A-1.DWG Joe. No.: P-69-98 SCALE: As Shown tlww Mn F1 FILTER BUILDING 3.A,1 UIL G - LOWER FLOOR PLAN N0�" 7CALE 1/4" = 1 '—D" X-03-44.dwg 1 Of ViaI � I _ :, f ', ! , +',,�.`, 1,....,. PLANT LIST `,,�.� - 6q I , y,`', f, i ' , A ' - mY QR1! E'JOT*w-4L.NAm Gd'ETtON NAME 61M E1<d{'tk+ :Y{,�, � I /l' `c4 d At:' '��7 9 9 I In.:F 4 ... , , ., e . .I x;;r'� i�', r' �'� LOAM &-SEED 1 Z °i. _ FP a FRAXNUS PENNSYLYANICA '81A't'1IT' SUMMIT CAREEN At'. 1 21y-s CAI. 61 +" t ; i FP + 4 T GT 1 GL$DI781A TRIAGANTN08 INEI�III$ MORAIhIE' MORAINE HONi:Y hGJ67 21+1-5('CAL >t . I:.: y- f.,.. O' { YP.} 1 PC 6 PYFL,IS CALLERYANA"CHANTICLEER" CHANTICLEER Pk ',R 2Ny-3"CAL t{I z y I:i I • TO is THWA OCCIDENTALIS 'TECFIY' MISSION AR®OR. 'AE 1-8'HT I <F 4.T r • 1, ;` f Vanasse Hanger Brustlin, Inc. I "' 11 i F�mr� kA' Transportation AM 'Ja AZALEA NINO CRIMSON HMO CRRTSON AL�LEA 18-24" $PP. .!. , l r��e �y ?j F w 7a r `L :, �f t 1. .__ Land Development f � ; 1C 41 ILEX CAENATA JAPANESE NOLLr 2'-2t� HT, _ d r' �y, 1:��I ,'E( r- I. Environmental Services fH y]1 JUNEPERLIS HORIZONTALIB DEPI�BSA PL.ty1 COSA GGMPAGT AIIDOPuA JSIIIPER B'-18'SF17• f., F 1 � °+ ,, 0 S ! r' i' 18 9!S JllJIPfRiyB SARGENtII $ARCrEN7 Jt IIPEP IE-24"BT"+D. . ,av da ,# s{ P'f j.'. _/ ;rj s i,1 , ,r ,;#'. ofi k �r� r L;* w O CAT I CATAWBA RHOE> '1=NDEiLON 2-24'SPID. r. �, try 1 ,It``1z 4 ..s,a;..+� / ;r r� -4'.�:p'° :f' r n � l�,�ri r� v= ' > t i ��,r !� f s�r" LOAM & SEED RC 26 RNIOD C6NDRON AUlS I]1SE y �lmt = t q i.a -, / 3 �'Cad +' - r ,.. ,,. ?.t, S- � Y 'k. s F n s .1 fi-.1� f�!.; I /1/ !FP PJ0 RHODODENDRL�N PJT4 PJM RHODdDENr' OPI ]-2�i'$PD• * ,°' . 4 &i< ,-}. , �. } _.. ,I._ r x s d, Y r,. {-r : ! !,Y / -r.A� is f �'...''"i?a :•,I.... r : , „,. 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I :':F ^r hit3 ; v ? ,� :5: d hl �F:f1r •..s i 4=,ii'� x ,i,y,, +: 1i' a r a 1 L ,R, a r f r -'Ir ar r -; x" .. �, v; 3 = _ z '._t- Watertown,Massachusetts 02471 +4.-�,E..�,.,, w' 4' Y 1 /-. :: `7 a w9L i-k '., -"' . -"1' a pt �, T 't"!_- a PA 60 PENNISETUM AL,OPECUROIDES FOUNTAIN GRASS 42 POT t s t f'r i f' •`: ` t4 "e mt c , ur,,+ "�Y: +.,r.': S w,l e f att,d.»�ri-.' e � y'' , =z, 4F ;, r rg, 1 . 1'�r� �, 617 924177Q FAX 617 424 2286 PT 600 I'>AGHYBANDRA T1rRMMALIB JAPANEBE SPUD' IYEARFLATS '1;7 .L tr -}.: ).'?`'r i'ty i.,., ^' e'.{-1.x° t_._..I5_ .., 11� - 4' ..c�:T� �1 �3ye� � ;rk, '+ r+� j`- F,r t �'e. •y.,Fz,t ti,} rn. 2..`'; y d.. e_ , r1 3] i �3 t .-,-, j C� } tnr ,r \ a r f# ..,.s I'Ys '!6 MISGANTHUB GRACILLIMUS MAlDl?N GRA98 •3 POT y 'i r # 're ,a r ''::'' . r- T r,Yc+l"eta a , �', .,; t i -, r, ANNilALB k50 ANNUALS MIXED AhJALB 4" POTS F .; . k °I / !L+'�'[� rr,9_'a ,s. "r -� ° ' :r e c`�t°A C'fi s F :. i le1-` x i'!`r 1 k+, a F * "5 Y;<y . ,t X a � <,'- :..' ,.-0 i q l r ��.. �' y �"' ", -['% ` ,:t ~,..*V.' _ _ ti,4" '`r"i. 5 , i•.,I a ,' b ` t G 1.. _ ,° " '�`, '' s,F. a'r 4 4 1 Y' t,;#A, .,, <,•r r1. ) .- a s r.-,, 1 y r S'y/1 Ix' y, � t v- Y k%,e a ' ,r I k , dr -a'r,,_ t, rr: i 1d xa Y.T-< :-n ..i?-�" a' �' �.M ABC, k �r l..f�7 .k , y �4 }M` ..4 A.�'k 1_..�Y 3 i Y.M f..,y .. ":s 1F� ., �� f ,..,,` <'�. ,r.,§.� �; '+•3:1 Il. --'' r_i9:W y.i'�it . PF,., }tt'1'7t�, ! 'kG 'F3 {t;a;'<� '�n' '+ i.�.it i i'''vr cha fdpi'. ^ ar r c,+.+. `,.,� �;.Nrt 5i: i 'c*+:�.t'�'„+-, , f S"i+_ i.s;--t:r $ - a- .,,•., �,. �' ",w'. �, � .� k� .; vyr n:+ z EXISTING PARKING r' � r , d sS v fw St1 4 t }. :- -. 'r��}'4 F' .'=:C'47 ''"�' ,a:,- L.°d. ;h� Y :tti�$nr Ste�f''f ,.tM'4 ti. ' s„- 4- T '`.r•r'i a �',`,�," ,. ?'';. r: .E J i r r�i' "l 1r r- .���. A'?, A t-!r,wr' F .k t ,a k J.. A ',r `y �'' ;fey „'.' t:r�, '�' X�tr s;�- a+ S;Pe s;, ; #. �! ! F" ` n 4 J"4`-'+ tl� F,% ,4 a i- Q LADW&M NOTE I' �# �� e� �'' "° ,II t P. j P yi ��k.y.", .P.+� i''j-, A,i.t�kr ;.i. �r f�s,'���.. �tir�1'i���i U L ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED CAREf�3LLY S ALL PLANT:4ATERIALB INSTALLED SHALL PIEET OR IeXCEED THE ? 'IS. ,pp a a A f} r h' � h , i N r z �s :-, ,¢ �., x " x,] J AS BHOSIN GIJ THE PLANS FOR FIELD REVIEW by THE LANDBGAF _aPECIFICATJON8 OF THE NAMERIC04 STANDARDS FOR NURSERY '.r(,, ',, ; e s 1,J ,Yu� 'n, z 7 sY 1 ,i r S u Q.. ':' , ARCHITECT PRIOR TO INSTALLATION, STOCK'!SY THE AT EERIGAN ASSOCIATION OF NUFWERYTIM ar , � v a �/k`* } r,.. r�. 4 1 14r, z- Tc fl- k ! ` : :,;fa"" ✓ r' - ` rr -'. ' } � ,7' FF'�iS{. �i;4--f�,n,. .'r 't e4•i« f s� f' , �:,��.'+Z `' '�'[�-1"^'.�'Y�° I. .✓6 ,. " ." r't { C +, 'u. t f x. Y 2 F 4 3 T t ijLt s + • Q CON T SMALL VERY OCATIONS OF ALL UTILITIES 9 MATERIALS GUA FOR ONE YEAR j1, Y.;. € F, '; r S a ��; a , 2 TRAG OR L L ALL PLANT tIaR ALS SHALL ys1: RA�STEtrD YE 3 r° t } x.:i y£. ,�,4'1V F, 3r i r' y s T -, s �i S�'1 7G AND NOTIFY OWNERS REPRESENTATI OF CONFLICTS. r �,+ n• s, e r F VE FOLLOWING DATE OF FINAL ACCEPTANCE. 'a Ta, i' w ,, .5 �� ,r z, u,�w4 y i j >ti a a P ? J> f,;,,, s 4 - 5 a ,_�� ,v e,, I rt' Ii• x{ .`�^� + } :�71 INNS r' •, c r �,xfaar Sri . :V Lt:1 5 . Q' 3. T 6 SMALL 1"5E RJ TALLE UNTIL G Me3 AND 10.EXISTMG TW..E5 TO REh1AIN SHALL ME PROTECTED WITH TEMPORARY C , + E �' 3 h. ! �' i� � �r s�ti�"�,:.y"'e'er"�A '•;� 3�� :,� a{� � �1,:�tS,�T4�7="<q'Y.',+ � NO PL N MATERIAL L S D ALL RAID o- " ,r 1 ld Yrr* ti Ttr lea , t j / �'cv+ G rr va , rt ! fy,_r s 7 c , }:em a CONBTRLIGTION HAS 19E1:T1 CO1-1PLETED M THIe MINI=DIATE AREA &4LXU FENCE.ERECT SNOW FENCE AT THE DRIP LINE OF THE TREE. I' .'Jwu, ,1 f t>' x( , .. f h.= S F r y s r ,e �,=-.j l i r n ` !k.,.. ' E )4 {•,.,}r r �1' hi`>+:, L, 'Y'�i`t{f'` s ± :t l'�i,�'Si. SA• tF c-�: ..z.+'?-�'ti ) r'b,1�r�y�7?i'+y r C'.GAITRACTOR SMALL NOT STORE VEHICLES OR MATERIALS WITHIN THE � 7 A.A -INIGH DEEP SHREDDED Phi DAICEIG SHALL E9E INBTALLI~D UNDER LANDSCAPE Aia(�8 ANY DAMAesE TO EXI8TMG TREES,$HROS,OR LAtJNIB _,.-, .,_,x ;r 1 a , I T' �V qi i#' " ;y< >C:� . � F,,a 1`fit, ,ggp s j, ,, u. -i ,�k»..,e ; F �5., + k ; I i�', 1.I -S i +. ux�`'�,�( -S^ { 3'�v i.s a .+ z'",9 SIT:'1 ayr ,-9.r l�r, 14 ALL TREES AND BHRUpB,AND M ALL F"LANITMG BEDS,AS BfIOWN SHALL 6E REPAINED IDY THE GONTRAi` AT NO a 01TION,AL COST ,' ' , „ ,. R k + -,' a r'-u "� A e ':i' ',' r 7 F� 7+� r` , , Z ;1{.• t: ., i t s ', de'r p d x �--- ! +n ,."'•3 ,, r,,: ly;y W ON THE PLANS,OR AS DIRECTED 13Y OWNER'S REPRESENTATIVE. TO THE OWNER. _ ' ?/ �l xm x.E R ti�Y, }'s !r,?,T 7 )ri k.+ �pT f,r't y s 1 i r }I11 y`(" E,i S ^ , ,1.i 1 f '"t'i.;'4x , �a,T�wr ... �.�{,e�, i ,r`r. '$•t td _:i��..,�.yik f �.�'.: r�-,..: .�,./ cyt.N,..' W M " -... ...,.°' I ! - 7,r 1 q-r I i, a,• `. ,.r 4, ,ya.?_A'n '"`Y '"1 .r y, yl„ _., 3l.ALL TREE6 SHALL ESE DALLED AND DURLAPPED,IRdLE:Bb OTHERWISE h ,AREAS DESICWATED LOAM 4 SEED SHALL REECEIVE 6'OF LOAM AND s;.. � ti '.`.l',1,y 1 a, 4 r T -_ I� + .," c `' ,t u w 1 ' M cn - NOTED OR,APPROVED 6Y THE OWNERS REPRESENTATIVE:. SPECIFIED SEED MIX.LAWNS OVER 3d SLOPE SHALL III PROTECTED � "� � ��+TL f �r�;LF�'"����vi t�'` ��• st; ��'� Y'4 i r �i "F � �, � �L r{ 2�3 s� `4 ; Q UNTH EROSION:CONTROL FAM*IC. 1 Ask" ' "... ! , "i, tk d•Ki 3 y,.. / ', c ..F,k, 1y d r N ', Tt,a. e S W 4 'S 4 K a r r-i• n 6-FINAL CiyAltTlTY FDR EACH PLANT TYPE SHALL BE AS SHOWN ON THE I. 1 -, t i Y, Z. ,�5h' .., ,: t' W t s e r ,in'' AN THIS TILIT�ER SHALL TAKE PRECEDE" M CABS OF ANY V. THE CONTRACTOR SHALL HAVE=ALL FALL TRANSPLANTING HAZARD ' ; � #w,r s k .: >iq. ,'- s r"y I , �`- Mtn-If a �, I�!` ;: . . _.- . PL L.—,1 f '4,.,4 ;.# r .� - c. � -7r,I'1y l ,'f '� A V,' `.k' µ.' 1_�F` ���r `' 4yF s�,{:k '' :../� . � - _ DISCREPANCY SETUEfN QUANTITIES SF10Ut#ON THE PLANT LIST AND PLANTS Dirs!N THE STRING AND STORED FOR FALL PLANTM �� w �„ �Y � � d,���t+�I Nr#�f� h 1,� $-1 V �x��err t S� \ .' ' .� y , '^v.,• h _ q n r. r"14 4 -,a4 xZ 1�. •.��"�r EY 1.-\ >: i 3` W ON THE PLAN, 'a' ya 1.ANY PROPOSED PLANT SUE38TITUTICiiB MUST i91?APPFaOVED M p LOAM AND GEED ALL AREAS NOT 011 RIINSE TI ATED. J `c,, Ea I i r� nl �:' 1 . rr�. r # `_ - I ��;v 14.THIS FLAN IS INTENDED FOR LANDBGAI°MG I"IfRPOSE$ONLY. _ ::,, nh k ' ,' � �*` r=� R J 'y.". '. '.r `� , ILr 4i WRITING 15Y THE OMER*REPWOENTATiVE. � t ,o' � �. rY � r< �� "' REFER TO SITE/CIVIL DRAWING$FOR ALL OTHER � 4 4 , -� �. 817E CONS TtRUGTEOTr INFORMATION ;`'{a" ' I{..'`' I I ? a`a'v,? [3 I ,r''v,- is '\ jk. {C d'G xi i i iN r! ti f r ''• # -,-.,..w...•,. th� rn '' > I�I. "' �I.�,y,;�a,.ii y° b. I. .i _ r,+,,o rcz .t'r`S��_ r j ,w n� t �.5 , t ,h t,- f l t it k a ',) "� �',. .,ti\ -" a ,r} I e¢ •��,�: Flo-D -t+i"i S sl - _11K {Jr ♦ K{ 1. tl'p Y i },' e I', �• .. h- F "l - "e�. �'. i �+' `�`,: t F f `l s k �ekiwflJ` I'sUC); lmL� ,,,� � � xi L I ` Yam` 'r.,, ''i_ I ,r r ;t } . ;,.•./ :..t-)td[v j }�. k j".'rY`el k ,-.< '•(' '9, I� ..,� ✓/ram . S �� , i // \ fx, yv ,t f: ,, t, ` "'^,.. �x �t.irr .! �•""�-. "}L }�i$,yy,, y-r rl ,e,.�N'jS1;�'re'd/.11 %t,G, yf; 7r,�'3 ,�. r .... a`dl.,11 ,,_.,� r r 5' -JeJt'EI� v ! ... „". '1,J/ d-'.,<,�„ .'-.fI y3 5': f �. if ki TIE WIRES 12 'b �. `� 1. :: �N wr iy F, ;: , �„ ,� l� TOP RAIL 1. PULL POSTS SHALL BE SPACED ,� , r ri • _,� /, 11 AT INTERVALS NOT EXCEEDING :." =.. ,r -'r � i I r ,� i;�'' , w J F \ , , PV i :Yc N` z 24' 50D FEET. dr ( k' �f i x k F�,, ') Ar Q It !0'1..� a 7' 3, , ,rt' ,,\ "`Y,f% 4\y/ , )t- �> a-a r f, >, , H ^s, r„t I 'i ra t� �+ ,33 w ��,::. '' � ', �F` /1'"a+',.ii '% � d 2. END, GATE AND CORNER POSTS ,. �°J �'` :1 "' / � �� , �'z,�'*;5. r+ v rUJ SHALL BE BRACED TO ADJACENT :- , 8, i ..r�� '`�, f sf� .:%�,! ti :y ,.' ,, /;, t l' ?'i"'I'li�i; -4• rt' E�iy z CENTER RAIL ,. x ._. 7' 4 , . zk- ':' �' , ti y -. .t;,1 I,: s LINE POSTS. {MORE THAN 30' f s 14a 6, '` � ', 'P*`a. S10N. �•/'`? SFt '' "` ^ ycb 4 O CHA�:GE IN DIRECTION a+� 1 5 i }, 'Off!„_ - 1C` xPA� 4 /' / / :S;r.R�4 a k?�L k 't :, SlyI. n CONS TES A CORNER :L an, "t' V" r ,.. , ; �., :� t ' ,d! y " � {3 "',, / r /:: Q `S TRUSS RED ) ., N1 , r �,.^s +,a a ._� . , A.� 3 ;;t� p• aX4 A ,, r x. ' k t' sir r� F f \ w,. �`�•' 0 ''�'� KI „y.n„ /�''\ / t ,.-1.'.f R '/�Y g"4%, Y 4 '!.y1,.` r .0 3. FABRIC SHALL BE 0.148" WIRE, :� -Ni, 4" % r + 1, , r- 0"t� r o v WOVEA INTO APPROXIMATELY ". / , 4 ,�_a� - ,a.` «� � �i I s'� may+��• ' i,r .�r ' .i! . ,���• �I , - k , r %joy°3 �. ",h.t, �, .� + a1 ff s t r, 1 r 7C( , n ,f , +I '� 4'...p•-,, !r'� R' ]2' DIAMOND MESH. wq `'`°� "� .: .. �, `{ � .,"lY -`f,: ', ,j} ;4 ,:� , ;,ti f r '� �Y$'''- " � ,,.° r }.�?T _ a +, ar-`.Y.a 4 �y/ F. ^ �' r y 4,ip� i i ¢9 i +i a eys' "'�E I ti!IM, 'y i�vN T �,7 a `c�h. n :k, i" ` - .; X �, °}+,,;N a ;1 ,- +;s P i� i '1t" Y:�! •sti'w J1'° : r r,,' a y� .�/ / / / / / / / / / , V' r yt! 7.��N ,r';+oz ''.7 i.•+�, '•€._- I '�..,.�n..l._ Y ii x�'n., I�a' .ct4� ` -'-t 4_t R '� ' ' +i"�. LOAM �t SEED / / / / / / / / / -t k n +. ? ;', �`S_'A_ ,. u J J ;a. ;xs , 55r y, ,\/\/\/\/\/\/\/\/\/\� 4. ZINC--COATED STEEL FABRIC w,. ,F k,._ : �;r{; s. - \ - :, � ? , L;' 4:;' s. y!` 4 ', ::: ; - , , �,BASE METAL SHALL BE COATED 4' ,. Y. ,; � ,r \ r ;k". ttu,�: ,?'r1 , ,", j I, .. f1. , ,,t �'.,t4 . I I A WITH PRIME WESTERN \' ' ( ..w r+ 1kr �-i l r..` ` �A�h�;:i it C.[ `•I.<i�"% k� Y \,. 1��t t,,,.-.` � 'r\'� �, `� /\.`�' # ` �77rr.JT'r'ir :+1'i"-, _i w� Lf LI SPECTER DR EQUAL. �., J� ,,q �� , X' �_: ,,,� t" ; ,� ' : '� ` + ,:.r''\J \ t;1 # } I t a -- V F 1- v' ,- -- , �{\ �.. y '. / S� '.'� I i'7.,1 i/ I ; 1 PI.11 J- U. r`! `•.ems' ` Y.., -,•"fr' lu..• `-r L -' w.:�., �: 1 , NiI L 1 ai,:Y,tT' '� .rt r`i1 t f.rr. -Y ,- ,s,. _ELEVATION 5 ALUMINUM COATED STEEL FABRIC i t,,.r _y: � _` :Y �;: :;f ; �x�rrii+ �, s, ri S,` t aY fir ' ` \ rI,:,E VF,,,s> ,,, — p f'-.1 r .'1"`, ,� �! r "' \ r'i!x3'. s 1� :K G�3''S. .t' t. .:lt �1. �'�,y..i 3 \' „.3 ^F{z ,;� e r�r ;�•.:: ;= ,'� !`'•� y BASE METAL SHALL BE COATED r iti ?", °y ;. i�-ar+a,4"k, 1 _ + y , I }�,r r e'r;, 1 .; ., '� f a 1 -3' ,[ 4r�, r• _ f� i l:•1' i fr. ( .` rA .f + 1%+ \ r r,- fi - w , t'. .mil l /, ei :t.- , r• T q i r r: F, ,3 WITH ALUMINUM ALLOY. ` ,/ y ; r�, t•.',r a t 7 ��,_<7 k.,,z 3.. . -�yv& is :' ,i c[j+" .} �r °yy •';` ! !: t`i. #;,y.F.. .T' _ 1 ,I ,y e� P� {�� ,�''r�, .5'�'�.. �!`4N.. '� �,�' N*^5�`',S y.!M� �ti� s'�`,, �� w i\ :j'.";'"��"�`�7 I.N,,, .f , y.}��.;;':Y� ,`'�.! r' �G,.. �tr,.„,,s.. ,6��, i'.r} J: /F:a.r'q Li' �, r G� �. t rt, rrq, T'�r.l I �ti {! 1 ./ f`'`Y "I �, :'r �� f Yf.^%j �, I,f` 6. FENCE POSTS AND RAILS SHALL r t �.� ''f C' . EJ7 ti�+.µ�h• t1ar ,�( r' a' , -T;"ti +' st yAA 3 a. d #"` / ,., r -z'. ,f.,. RECEIVE THE SAME COATING r '; .</ } > , t�;,;r�,y \J \I / f, 'r ,,r � K_ EXISTING PARKING -- T t d e. >;7l t? E ! ?' /iC. 1, / r AND TREATMENT AS THE FENCE a r n¢ Fir rr n '=Y "a-K?`\/r rs;',��°a` h \ /r,wa '•,r `ti ,; .` ARBORVITAE +_ , .,<t = �, �,, � ,< , +,s ', A. � a,y ! ti; >;,:._ 5 ;` �` � _.-- FABRIC {DESCRIBED ABOVE}. M � �, r s {�}' ;•, '✓ ' , t +'" r' ' i `', f,�• ,fk, {TYPICAL) s ry ;i 1. t. }i } 1 C r Y :�' =� Y f Lj)` h; ^ 7 / n rC ; - _ •;;'._ _ r`4.T, .. +F. .ii,.' .t 1 , -:i� �3 >.`:`:. ,. ,, r -+a-.F � , �, �;yr, r~ ric r{I :r: aj. C.rfr,. ... i .» ----_. j a..m t ',`"- , .,tip '`ti ':w :. .• N":o- -.o4-a.;r-r'1+ r \ :i`,,_) ,, ty_, i. ti,k .f' ' " +..,hf,F -'y - - r. RP f 7. SEE SPECIFICATIONS FOR POST �,. s.,. x; + _ r- - { = rt r..,,,,rhy;� \ r 7 �a .a., r .41. ,E- erg DIMENSIONS. t t : / e t } r Y r r t t3 v 1,ii ,,� l, 1 '!. -i / t B` "�/ i1" r a aG' ,�7+•i,ek{9r 1`�., r"a.'?` ' ! /f',i...t.._I _. 1 _ -t P r 3xg e3 , �, _:y c x �:`t}.-' t F V., iT , ,z- 1 p fr i _�y I ^ .3..: t c / •.,pr J JEA �.,- ti.�t_y � Lti�3 i. V. .L} ,'\I t i ,: Il � e,- f' e B, M z+1. - -I.I 4 hl'f# r 7�y��. .�': 93 -' , ..k lF r ill y <r.;l::y-�.F '\ ks, �..z.", i?F' `,4 f'I I F .��.:y % r. f ., I'� by S ;' °i , .{ ,, K S 11 �'1 �' ... r-r•. -"4I...' 1 I I 3e 1 IC -T': TOP RAIL F <r' a f+ 1 '�Ff 1ni. �.,�: c ��� x+ r i '4 �,.. { 4' I i I f . r 10 sf:,Yi r /: } ,1. f , ,F"j•15.>w� }. v.. -. ,TF ,t.'' 1i�,� ,=; s r`,_ 31 I P1;�;a Tre 1 �. it , I - ..-..�{ } `k! „._ f �, }_ 8' 'd'' >' rR•v I_ { Sr,,lyk.,,( t. off'Jfa ',M��• �,'4!:_ 1.�'•.J rthry •5.,.a-; �],y4 yc, 'i, y :,(• G.'. �, "z''*i..r/I- - `..•- r, ;�:rLi ` ' r'' , #,<--i.5 rO'-.?" -:r ° ; �yy �,!sf h. rs,`i'. r T,`S �7'''; ,'[� 4�`�',;c.`'`� o-r�Y,.�° 3 ! 'S"�rt I 1, .:ir`1; / FENCE FABRIC— rt 0 Y 'S..`; { 4 're"i:�� [ , " �" S \j k ,1. N "I,v.Y:i_.. , }-r'_ ,''y 1 A` in, l • J1_ Yxs. K s t y j •ry :,.�'� � 'fir;, P;,,,. ✓F'.,, .1A �' S-tI�R q 1 E B R 1 19 99 M1 l s t c t1 t r ADD LANDSCAP UFFE > 'k' 3 S.�-( M a *�a1 is "�= 'y .i �- :; 'Al► t{'ii �f.j `.ras ;' trV- "?/� 15 JS r '� N Revision Dote ppvd, re+ 'a.1 + �,,t�"' i ,1``9#,•it's ,� ' r. � ,r'`• , `r,, / I�1�' ti ; �?5LK as k r' Ill RAIL CENTER .. AiC 300 PT ;`�,+ ", «°' # a tie d k5 3,1 t�:"_ ', :TY,4 i. Design by y c by cd Drawn b Che ked CORNER. END OR _ a 9" O.C• _ , .. CAD checked by Approved by LINE POSTS I I _ 40 JH ' - Scab lnz�► Dote .�� alI _ .6 30 JH �{Ql 1" WASH 15 IC (}ra JJ I j s+ G Project Title FIN. GIRD. T 5 RP N I? -. I I �1 J) lilh LOAM & SEE O' R LOAM & SEED ( .) o " (gyp) LOA do SEED 25' WIDE Riverside Park r I 1.: 't 4 GT ` 3 CT ` TYP) SEWER EASEMENT CONCRETE FOOTING I I K) ;� ` ,.. i (APPROXIMATE LOCATION) (2500 PSI} La PEDESTRIAN 1NALKWAY °' 100 ANNUALS 1° , VARIABLE WIDTH-(10'-20') ,_s N- / `, ,,�' . `" Agawam, Massachusetts 10" DIA. ® LINE POSTS ,; EXISTING PARKINS - 5 PC11 OR 1"-4" ® CORNER I 4� issued for ... , LO DR END POSTS MATCH TO EXISTING ' , "..... I ;/ �710N r' MAIN SE t r ,LOAM & SEED � �v # r MET. 's MATCH TD $XfSTING (GYP) Local Permits t - _.. ' _. PRELI �LN Chain Link Fence - t• ��t CB !j __ ___ __ _ -_ EIS PAR G Drawing Title -- - .._ _ 1. fENCfrD AREA I X TI G K �', y ✓ r in LD-905 A REV N.T.S. S (� HIGH) I s' 5' I 1. " '1 a" , AY Parking ELECTRIC PAD ! 4 ' -- . �" � '\SYa EXISTING DRI W " � , ,. 7D ABANDON D ..- - `�, 19 TO ;I RI W UPON COMPL TION a , OF FUTURE Plan ��1 . .-: t PARK EXPAN ON V! MATCH TO EXISTING , FP - i NOTE: `* ° *�,�. 11 Drawing Number DRAWINGS NOT ISSUED FOR CONSTRUCTION. - MHD LAYOUT LINE I - ° ° 1. `\ i\S1'11111IgIH6p 'i , - . . 50 ANNUALS . 7 1CSTdn N ° ° .... _ ._,._...__.. ,` f.DR ks ,/�', pp— .-,...----- .. r�A g j�, THE — AIN S ET — _.. .._ __ .. . r *1—� ....___ � �.�a W 10 w Sheet of -F - P�; 1 l ' '% FpHo_ a „ .'%/iq'1I-A VDSCh tP"��' Project Number "Z�2 3/�� 06229.00 kirklcheckin1062291cadVd106224PSP2.dwg 1 3 4116 7 8 AQUATIC DEVELOPMENT F6 G5 GROUP A.4 A.4 This drawing is the property of Aquatic Builders, LTD., Cohoes, N.Y. The use of this document is restricted to the conveyance of infor- mation to customers or vendors of Aquatic Builders. Ltd, Cohoes, NY. A which reserves all proprietary rights hereto. No other use, duplication or reproduction in wWe or in part may T.O.W. 11750' be made of this document except upon the written consent of Aquatic Builders, Ltd. The information con- veyed herein is intended exclusive- ly for the project identified by the title ck and by the GI FILTER GI architect,o engineer eort contractor on A 4 TANK #2 A 4 this project is evidence of their ac- (HV5-120) oeptance to these conditions of BALANCE F.F. = 10 O TANK restricted use. F.F. = 10.7.50' AIR FLOW k m I � FILTER PUMP ROOM Arm-- IR F.F. = 10-1.50' FLOW 0 FILTER BAGKWA51-1 HOLDING TANK TANK. #1 P.F. = IO1.50' O (HV5-120) i F.F. = 10-7.50' 0 •L T.O.G. 121.00' FEATURE � � I PUMP ROOM MURIATIG AGID'_~ u V) (BILLOW) TANKS AIR F.F. = 10?.50' (2 TYP) FQ I __U� FLOW0 k a 1500 VENT ^ k GWL SHAFT k [ + T.O.G. = 118.1�' — F I CHEMICAL FI i A.4 I CONTROLLER AIR A.4 FLOW o I I IL Fb 4„ 12'-0" 12'-O" 4" k A.4 25' " k d Z o m r n x z 0 N 0 �Y O G5 A.4 WA1/fn 115-o CHANNEL X e _U W � mm o c mr o C � or aOOCL D1 FILTER BUILDING - UPPER FLOOR PLAN NORM 6 SCALE 1 /4" = 1 '---0" X-03-42.aWG o ^ � o LL ❑ c� W0 W U) n w p U C � W F—W 3 L1J Q Q 0 E �_J — } ❑ 0� Q co Q 0 ■ ■ ■ ■ ISSUED FOR: Review ISSUE DATE: 1/4/99 DRAWN: for CHECKED- J, Dunn PLOT DATE: 1/4/99 FILE: 3-A-2.DWG JOB. NO.: P-69-98 SCALE: AS Shown Lower / Ull # V Plan 3.A2 2of7 1 2 3 4 5 6 7 8 AQUATIC DEVELOPMENT GROUP A.4 y This drawing is the property of Aquatic Builders, LTD., Cohoes, N Y The use of this document is restricted to trio conveyance of infor- on • • FENCE CHAIN K l t Aquatic Budders, Ltd., Cohoes, NY. o customers or vendors f A I - — — -- -- --- — --- — - which reserves all proprietary rights hereto. No other use, duplication or reproduction in whole or in part may i be made of this document except I upon the written Consent of Aquatic Builders, Ltd. The information con- veyed herein Is intended exclusive- ly for the protect identified by the title block and receipt by the owner. GI GI architect, engineer or contractor on A 4 I A 4 this project is evidence of their ac- ceptanco to these conditions of restricted I I I COW RIDGE VENT ASPHALT 5HILGE5 • HOLDING TANK 5/6" COXD5HEATHING w/ H CLIPS F.F. = 105.50' PRE-ENGINEERED WOOD TRU55E-5 I @ 24" O.G. ICE d MOI5TUIE BARRIER I CONT. ALUMN. DRIP EDGE0 m SHADE CLOTH T.O.W, = 12-1.00' I I I I Ixb PRIMED CLEAR PINE FACIA I lx12 PRIMED CLEAR PINE SOFFIT w/ CONT. EAV'E VENT 2-2x4 PLATE 2x4 WOOD 5TL17 16" O.G. TYP. 5/8 TI-11 SIDING w/ 5TAIN FIN15H • I • o I I I o I 05 I FEATURE I PUMP ROOM Ir LU (BELOW) F.F. = 105.50' I a I I C I I FI I I FI A.4 A.4 I I I I I � oQa0oo00dL - - - - - - -I PT, 2x4 I I l I PT, 2x8 SILL PLATE B5 I I I I B5 5/8"x12"L5 ANCHOR STOCKADE; FENCE BOLTS 24" 0.6 Fb Ab I I I I Ab I' G.LP GONG. VALL A.4 I I I I T.O.G. = 121.00` I I I T.O.G. = 11,750, n ���f f L- - - - - - - - - - J I - - - - - - -- - - -- t ��{�# ,r fry% p•/r.,�xr�F � co n a U O cV w M O 05 ° A.4 00�''o v u #+n== mar,r O z )c V0 ('iln W Oc o mr o r o.c aL O U 4. m D1 FILTER BUILDING - ROOF PLAN N0' " 4SCA!LE ECTION - WOOD FRAMED WALL Cr E SCALE 1/4" 1 '-0" X-03-29.dwg 4" = 1 '-0" X-03-30.dwg Q ^ � o t� Q w ❑ p W � J w p U m C I--w TI-11 WOOD 51DIN5 C/) Cr W � PT. •��:J _ .......................................................... ❑_PT. 2x8 SILL PLATE MM TI-11 WOOD SIDING #4 REBAR < W o ,., -� PT. 2x8 d .......................................... .............. ..�....«.....°.°.G.I.P. DECK w/ 8' G1RB #4 REBAR ® 10" O.G. • ■ `'` ,' ` G.I.P. GONG. DECKING PLANK OL T G. = 121.00' #`E REBAR r 16" O.G. � Q w/ 8" END CURB #4 REBAR / T.O.G. = 115.54' #b REE3AR ® 8" O.G. Review #3 RE-BAR 12" O.G. ISSUE DATE: T.O.G. = IIb.17' ................................................................... OL V4/99 W8x20 A36 STEEL W SHAPE BEAM DRAWN: kps ....................................... PROVIDE BEAM POCKET IN WALL CHECKED; J. Dunn FMIN. 8" BEARING PLOT DATE: 1/4/99 z � I I �..._.�.......�.,...�_ ._...��,..___,_,_..., FILE: 3-A-3.D W JOB. NO.: P-69-98 I —SCALE: As Shown Fiter Root p I I I I 3-A3 F1 DETAIL - DECK / CURB I I F3 DETAIL - DECK / CURB SCALE 1 " = 1 '--0" X-�-03--32.dwg SCALE 1 " = 1 '-0" X-03-34.dwg 3 O 7 1 2 3 4 5 $ AQUATIC DEVELOPMENT GROUP TNs drawing is the property of Aquatic Builders, € TD„ Cohoes, N.Y. The use of this document is restricted to the conveyance of infor- mation to customers or vendors of Aquatic Builders, Ltd, Cohoes. NY. which reserves all proprietary rights hereto. No other use, duplicafion or reproduction in whole or In part may be made of this document except upon the written consent of Aquatic Builders, Ltd The information con- veyed herein is ir64nded exclusive- ly for the project Identified by the title block and receipt by the owner, D6 architect, engineer or contractor on A.3 this project is evidence of their ac- ceptance to these conditions of restricted use 12 I 8 T.O.W. = 127.00' T.O.W. _ 127.00' I I I B I F3 0 A.3 T.D.G. = 121.00' A/m, i rsscsH fps r r „a�e�s r usrasu:;u aliii uescas sassssXsx w�sriwsaseFr�usa ss�c�f�c sae sus>x T.O.G. f 11.50' D5 D2 D4 DI D5 5.W.L. = 116.501 D6 D1 / i A.6 l A.b LAb I FA.b Ab A.6 A5 D2 D5 0 I I I I D6 A.b A.6 A.6 I I I I I I I I I f l 11 I I I i t l l zq f J II I�BALANGE I i � I I I I II I o PUMP �BAKWA5H LU ��FILTrR �F >�GAI50N #I TANK TANK #2 FILTER TANK 2 _ErM K RDOM _? I I 5—6 TANK #I � I I 12° FILTER EFFLUENT I I I I I I ! I I I I I (2 TYPJ I F.F. = 107.50 I I I I I ' F.F. f07.50' � m MIAO �Q QSURNINNION/1 24=4qq� o V � 1 o a � � N M V In �D f� OD Ol O 0 0 0 0 0 0 0 0 0 C1 FILTER BUILDING SECTION C5 FILTER BUILDING SECTION SCALE 1/4" = 1 '-0" X-03-43.dwg SCALE 1/4" = 1 '-0" X-03-43.dwg a z a 1 M 00 O OD I � �rf ♦/ r ) x �ti z D N co O 6S Y O C � r m OM 0 Q. � u 3 I x , W O O y !a-1 CD ID oc C OL aOUa 82 I� G v n ♦^ E VJ V C a tlhT.O.H, = 127.00' T.O.W. = 12'1,40' Cr W U ..J CL Q U U GHEMIGAL Q � � A 5TORA6E w t `� cn Q DCr UJ E T.O.G. = 121.00' FI Q Q W a T.O.C. - 116.17' a 'r T.O.G. - 118.f? f f Q ■ .'07F s G. — I I Y,% rr r%s T.O.G. — 117.50' UJ 99 4% E33 I D2 D4 I I I DI B3 : I B3 DI I I D2 .6 D5 I ■ ` A A.6 A 6 Ab A.5 A.6 :j ; 6 f%r, A.6 .., 1f Ab % Afr ` f CC I r I I f I r `r: I I I I I I I I 'f I g TANK #I I x PUMP yf% PUMf, �f� � FILTER FILTER TANK #2 r' ISSUED FOR* i I I 1 I II fIf I iI II I II 1I I! II �I �I �I 'f II %,•�r"#'Jf Irr�rF,:,,n° I _ I �:ha•:`r.,:.��.�� II R eV IA LWZOO ROOM 5,— ° ISSUE ©ATE:LR , INFLUENT BOXOUr V4/Z. 99 '♦ - % I I I I I I I I " DRAWN: kp5 }r `� h•. : ,;" CHECKED: J. Dunn F.F. — 101.50, F.F. : r f MKI � y %, fr ,�,� i' `.�s. % ;i• } .i a-:xfa:s'.r" }v a#�'� f. �`.•: �f,`;:?;`` '; i 'rar}� }.f� rr:!i"r PLOT DATE: 1/4199 F 'r•"�� �^r4`: f f. ' � `�i'sr.'� �f ' `f!'�f, ` �` .,, fl•.,r'� :� ��`%+%�>`.ry: r,': ".rj, ;#il , s5. ;,.s:},� /f�%r::%fcJ,'%'. r:'. � '`/` " % � /,=f-. `c:f f s :s�'Y ., ,�� � f�:r f r%•.:sr': o n FILE• 3-A-4.DWG ioa. No.: P-69-98 SCALE: AS Shown F1W bring F1 FILTER BUILDING SECTION I F6 FILTER BUILDING SECTION 3A4 4" = 1 '-0" X-03-43.dw X--03-43,dw 4 0 7 SCALE 1 / g SCALE 1 4 = 1 —0 7 8 AQUATIC DEVELOPMENT GROUP This drawlrq is the property of Aquatic Binders, LTD., Cohoes, N.Y The use of this document is restricted to the conveyance of infor- mation to customers or vendors of Aquatic Builders, Ltd, Cohoes, NY which reserves ali proprietary rights A hereto. No other use, duplication or reproduction In whole or in part may be made of this document except upon the written consent of Aquatic Builders, Ltd The information con- veyed herein is Intended eXCIUSWe- iy for the project Idenll(ied by the title block and receipt by the owner, architect, engineer or contractor on this project Is evidence of their ac- ceptance to these conditions of // \\ restricted use �....1— f I I I I I I I I I I I v 0 T.O.C. = 121,00' II II II I I II it II I I II II II II ROOM III III II I � I II I II II FILTER PUMP � AGKwASH�BALANGE �FILT=R FATURE � P TANK TANK #2 I FILTER L TANK #1 TANK #2 I oV3 TAN`L u I L I II II II I I II I I `U C F.F. = l07.50' F.F. = 107.50' LJ ° (D14g C> ie �+�¢3'�r✓.�.' �.i���''�''�%°'§:'arc •� 3 Sr rye, 'rlf.. - N 0 Q Z N M n U) co r- 00 m 0 � O O O 0 0 0 0 0 C1 FILTER BUILDING WEST ELEVATIONS 4C+5FILTER BUILDING NORTH ELEVATIONS SCALE 1/4" = 1 '-0" X-03-05.dwg 4" = 1 '--0" X--03-05.dwg a Z I M W O OD 1 C/) x ra v� ZC� o r� M m`o 1 m �M U r co co n O 3 I spy m� z X :3 12 12 W m a a m � m a c \\ so C OS ` ' 4OUd jj% 1 ......^ -.?-. Q T.O.W. = 127.00' T.O.W. = 127.00' -- a. [z II I i I Uj W � I I I I I _ � o 5aRA � T.O.G. Q -- - = 121.00' I 7T . — . .- _ — I—T - - - - - I I I W Q Qom E T.O.C. = 10.1-T c — T.O.G. = 10.17' — — ❑ C C) C T.O.G. = 117S0' — Q """""' _-- T.O.G. = I I"l.50'OL � T T I I I I I I I I I I I I I I I I I I I I lot , Q• s. I I I I I I I I I I I FILTER TANK #1 I I FILTER � < PUMP PUMP ROOM I I I I ROOM I L TANK #2 I I I I I I I I I I I i t I I ISSUED FOR: Review IssISSUEoaT 1/4/99 F.F. = 101,50' j4 F.F. 107.50' DRAWN: kps CHECKED: J. Dunn ;' /�,i:.Y �y j. ° h O 5 l�L{. `°Y." ..ar. ,y ° % 'fr. '[:r:. PLOT DATE: 1/4/99 N: h<<.c;rr�...�e� yfd°r �,> :..-;< YFyrl k.}J/ti :�.s ir. >>1Ffr � r €'. iffsf ::•..[.:r-n Cn F '¢ fY4 frf'rf f yos /� r r sn,-rr�€: ..t..i ..r ✓� 11✓t:%f` ; r%° rrf.rr c i5. _:' f .� d FILE: a .'sN s F..r�s r }sr1 w: - 3-A-5.DWG n JOB. NO.: P-69-98 a n SCALE: As Shown Finer bukkV r" SeC>ti" 3.A5 a i D r F1 FILTER BUILDING EAST ELEVATIONS F5 FILTER BUILDING SOUTH ELEVATIONS n SCALE 1/4" = 1 '-0" X---03-05.dwg SCALE 1 /4" = 1 '-0" g 0 X-03-05.dw k 1 L 1 2 3 4 5 8 7 8 AQUATIC - _ DEVELOPMENT EQUIPMENT LIST — 4.R GROUP REFER TO SECTION 3 FOR Ml OTY. MANUF. MDL.NO. DESCRIPTION DETAIL REF. FILTER BUILDING 4R-El - HAYWARD SF-1062 q" x G" DRAIN BOX 6-I/4.R.3 CONSTRUCTION DOCUMENTS g property his di 3win is the pro ert of Aquati�:� Builders, LTD_, Col - WRiTTEN - WALL SKIMMER D6/4.R.3 18'-O" WIDTH e„ N,Y. 1-,e use of this document ,s 4R-E3 - - - TfLED DEPTH MARKER - "3FT" G5/4.R.1 restricted to the conveyance of infor- mation *,a customers or vendors of - - - TILED DEPTH MARKER - "NO ENTRY" WALL SKIMMER `r Aquatic. Builders, Ltd, Cohoes, NY A 41 WHITTEN - - I-BEAM GRATE 0I/4.R.4 (4 NPR which raserves all proprietary rights 41 HHITTT=N HI-VOLUME FLOOR INLET F5/4.R.3 REFER TO D6 GRADE = IIG.l7' hereto No other use, duplication or #4 BENT 0 12" Q.G. //\/ jj /,j. eproducbon in whole or in part may QR E3 R'3 �\ �\\\\\ be mad of this document except 4R-E6 - WRITTEN - - � ::rr,.:r::•; /\ //\/I/XI ro 4R-E-1 - WHITTEN - 24" x 24" AGGESS HATCH - //�/j�//\/YXI/�j; 4R-E8 - WRITTEN - 8'-O" SUCTION WELL GRATE - / X. I�j\�j)� \�j,�y,� upon tt�;? written consent of Aquatic p -? i /�\\\/�\/�\/\ Builder=., Ltd The information con- WHITTEN - BURIED GATE VALVE - s? \ \ \ \ \ � � t O OVA/AA/��/A�/� veyedierein is intended exclusive- 4R-E10 I PEM 55 CASCADE JET B7/4.R.4 `? 4 #4 CONT. • ' \\/j/ / • ly for t"e project identified by the r•':. . —"� ry \/\/ title blc ;k and receipt by the owner, ✓VA//�' archilec t, engineer or contractor on u s S.W.L. = IIb.50' this pier Pct is evidence of their ac- ,� ceptance to these conditions of DESIGN DATA 8" TEXTURE CONCRETE WALL restricted use. :::..:: 5 EL` WITH STAIN FINISH (TYP) •>• BARS ® 12 O.G. (B.W.) POOL AREA:...........................15,000 SQ.FT. HAVE Ca VOLGLAY WATER STOP WAVE CHANNEL AREA:.............6,830 SQ.FT. r ,= : �, :';'`' �-`��->� _ ,�, GHANl r BEACH FLOOR STEEL.: �i Q SV z CAPACITY:..............................XX,XXX GAL. (Y POOL #4 ® 12" D.G. (B.W.? ss� - TURN OVER RATE (T.O.R.):......... 1 HOUR :..€ PLANTEiZ� 2 RADIUS (TYP) \ :; CENTER IN FLOOR FLOW RATE:.............................3,510 GPM CONCRETE FLOOR WITH LL 8" CONCRETE FLOOR PAINT FINISH Us T.O.W. = I1a.50' ' 4, 6" MINIMUM BASE 1 1 MATERIAL B W 4R-E3 flYV rY F� `% / 4R-E3 ::: f X\E3-7 � _ ��� B5 WAVE CHANNEL SECTION '4 SPRAY JETS �� ;" k �/ SCALE 1 /2" = 1 —0' X-04-12.d wg REFER TO ry 0 XX 2'-10" _ ` r R.X fl V L Z a� BENCH JET5 REFER TO 'J+, :,� !A XX C �h t j RX l lA 4R-E3 25' HIGH GEYSER y ��lJ� �� - _ PGOIL_4,.PECK CONDITION C REFER TO X N ZERO DEPTH ENTRY CONDITION N B7 p ^4 T"O.H.= f 18.50' R.4 �p [DEPTH/WARNING MARKER NOTES GENERAL NOTES: 'D W I. 3 MAX" DEPTH MARKER5 LOGATED o B7 �� AT POOL ENTRY ONLY. SPAGINC TO BE U_ 25'-0" MAX., REFER TO PLAN. I. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALE DIMENSIONS" 2. REFER TO PLAN FOR ALL MARKER 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH APPLICABLE GODE5 AND 4R-E3 LOCATIONS. REGULATIONS. 0 0 0> M v off t0 00 O m o 0 0 0 o a 0 0 T.D D. = 11�.50' C5 DEPTH MARKER DETAIL 3. THE CONTRACTOR SHALL REVIEW THESE PLANS PRIOR TO CONSTRUCTION AND VERIFY GRADES, DIMENSIONS, STRUCTURES AS SHOWN. THE CONTRACTOR SHALL FI FI NOTIFY AGUATIC BUILDERS LTD. OF ANY D15GREPANCIE5 BETWEEN SCALE 1 " - 1 '-0" X-04-27.dwg TOP OF GRADE PLANS AND ACTUAL GONDITION5 PRIOR TO GOMMENCINC WORK. S.W.L. 116.50' 4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UNDERGROUND l % u r "`' UTILITIES BEFORE GOMMENGINO EXCAVATION WORK. LIJ f< $ v 5. BAGKFILL MATERIAL SHALL BE SATISFACTORY 501L FREE FROM CLA , ROCK OR Y Y 2 m GRAVEL LARGER THAN 2" IN ANY DIMEN90N5, DEBRIS, WASTE, FROZEN o ,; MATERIALS, OR OTHER DELETERIOUS MATTER. FILL SHOULD BE PLACED IN LIFTS •fs..N ;•'ur.::�`.,�:,.::; ':s%.::` .,,:s. : •frc`�•` 0 1!� :``sit„ :;:s:.,s::r:; :;;s;;;.; • AND COMPACTED TO AT LEAST cIS.gi MAXIMUM STANDARD PROCTOR DENSITY o0 NEAR THE OPTIMUM MOISTURE CONTENT. Oco r • tcG::rsr, Ci.. R ` f 5 :{ if(,/ --`.. ;r;sf,.;i'sf�`: V) $+ 4 Z y 4 klt •0 6. ALL FILL MATERIAL FOR SUPPORT OF FLOOR 5LAB5 SHALL BE COMPACTED TO 4b% OF MAXIMUM STANDARD PROCTOR DENSITY WITHIN 2% OF OPTIMUM MOISTURE CONTENT_ 7 o Q y� 4 V :S 2 �61 ;/ �oo (11 -'-O" HIGH r''<s;'>• 1y1 m o MAX" m WATERFALL :.'rs t� `a DEPTH MARKER REFER TO Q ELECTRICAL NOTES: u r oo 0o n REFER TO A ART16AL 6 Gj k 4R-F3 - ,';,, I. ALL ELECTRICAL CONSTRUCTION SHALL COMPLY WITH b0 OF THE ^ �zCO G x q HAYWARD 4R-E3 ;s< •4 NATIONAL ELECTRICAL CODE (N.E.G.) OF THE NATIONAL FIRE PROTEGTION �v ' R.I y +1:.: - • PEA5TONE m a o c BOTTOM DRAIN � O •Q ASSOCIATION AND APPLICABLE STATE AND LOCAL CODES. mL o ;: :.' Op O PIPE REFER TO a = o� EMBEDMENT a O u'a G-f ::. • 2. GROUND FAULT CIRCUIT INTERUPTER5 SHALL BE PROVIDED FOR ALL LIGHTIN6 THE P AREA. AND OTHERELECTRIC CIRCUITS IN'AL R.3 L D5 PIPE EMBEDMENT DETAIL S f 3. ALL REINFORCING, DECK EQUIPMENT, LADDERS, UNDERJ^IATER LIGHT5, SHALL BE a - GROUNDED PER CODE. SCALE 1 ' 1 '-0' X-04-26.dwg E o Cn rrl. ;r f ` 4. NO OVERHEAD WIRING SHALL BE INSTALLED WITHIN 20 FEET OF ANY POOL o -1'-0" H16H :::.::;. STRUCTURE. WATERFALL >x:#:�.�, n REFER TO - w STRUCTURAL NOTES: /� yr W J t= 3 Q .`l AT 2b DAYS r i. CONCRETE COMPRESSIVE STRENGTH X `.a?Ya"i'.a.:Y:f S}i}iii is%;•:;..::.v.v. .v:vf S}:Yl i$r:Y.`ri ii:'i:i ..` SHALL BE 3500 PSI MIN. , 1) 4) of$$:r,.i:s`:i`��1'.:ii :::r}.' i:%h:'J ri:S:r:.iii Y.i`'r.:.i� b�.• � tiI rr �� Q 2. REINF INCH STEEL SHALL BE GRADE 60 V DEFORMED BARS. r^ W - R �,, :' 3. MINIMUM SPLICE LENGTH SHALL BE3bD OR 0", WHICHEVER IS GREATER. E µ 7F s ,� MINIMUM COVER 2 UNLESS NOTED OTHERWISE. _J w FR7=EBDARfl VARIES m fFT, - IFT. GIN. 4. FORM OILS OR CURING COMPOUNDS SHALL NOT BE USED ❑ C � E ON 5URFA6E5 TO RECEIVE PAINT OR TILE FINISH. C M� 7Rr 804�,D r 5. MAXIMUM WATER-CEMENT RATIO TO BE 0.45; CONCRETE C Q W o TO BE AIR ENTRAINED. C >' NORTH 6. CURE AND PLACE CONCRETE IN ACCORDANCE WITH AGI 5TANDARD5. ■ �■Q' ' 4o e _-__—_FRFEBOARDrV -7. PROVISION SHALL BE MADE FOR BONDING REINFORCING STEEL ■ Q �. .` , E1 BEACH POOL PLAN TFT � IN ACCORDANCE WITH PROVISIONS OR NEC. ARTICLE 680. > ¢ ® : •� . ; PLUMBING NOTES: SCALE 1 /1 6" = 1 '-0" I X-04-05.dwg I. PIPE LAYOUT SHOWN 15 REPRESENTATIVE OF THE DESIRED PIPE ■ ■ ■ ■ ROUTING, WITH ALLOWANCE FOR MINOR REALIGNMENTS AS REQUIRED o, BY FIELD CONDITIONS. PIPE SHALL BE INSTALLED WITH THE LEAST rn ! NUMBER OF FITTINGS. ISSUED FOR: U2. PIPING SHALL BE INSTALLED WITHOUT AIR ENTRAPPING HIGH Review N POINTS OR REVERSE SLOPES. PIPING SHALL DRAIN TO A LOW POINT FOR WINTERIZATION. ISSUE DATE: 3. PIPE TRENCHES SHALL BE EXCAVATED TO THE FULL WIDTH AND V4I99 o DEPTH REQUIRED FOR PROPER INSTALLATION AND IN ACCORDANCE i I WITH THE REGUIREMENT5 OF THE PIPE MANUFACTURER AND DRAWN: Ill APPLICABLE CODES. C 04. PARALLEL PIPING RUNS SHALL BE INSTALLED IN COMMON TRENCH, CHECKED: unn _ O WHENEVER POSSIBLE. cn F I O' PLOT DATE: 1/4/99 5. ALL PIPE 16" DIAMETER AND SMALLER SHALL BE SCH. 40 PVC PIPE LARGER THAN 16" DIAMETER TRANSPORTING OVERFLOW FROM FILE: 4-R-1.11l f POOLS TO THE FILTER PLANT SHALL BE JOHNS-MANVILLI PT RMA-LOG JOB. NO.: P __ •� S.W.L.= II6.50' SERIES 46 SEWER AND DRAIN PIPE. - - - - -- BEACH WAS SCALE: As Shown - . - 0 P0 CHANNEL- L Beach Pool '------ .':::`•r:::;:rar..x::r:::::::.:a.::rr;r:x:r:.r:.:..:, ... AiS..rr;.: ::.,..; __. - - - ---- -- - - - - - - — 6" BASE MATERIAL Plan / DAfiS1l9 U m 4.R.1 u, F1 BEACH POOL SECTION 1of4 SCALE 1 /8" = 1 '-0" X-04--25.dwg _ -._ _ 5 6 7 8 AQUATIC DEVELOPMENT ................. ...... GROUP REFER TO POOL PLAN FOR FLDOR FINISH NOTES This dr�jvvirig is the property of ............ 5AA-CUT CONTPOL JOINT 114" 1-41DE x 1-112" PEEP Aquatic Builders. LTD., Cohog,5, 5EAL WITH 5EALANT N.Y I rip use of this document is restricted to the conveyarce of infor- A1V 13AGKEP, ROD CURVE DATA mation 1,3 customers or vendors or Aquatic Builders, Ltd., Colhoes, NY MARK ANGLE RADIUS LENGTH C-1 34.37' 114.60" 68.76' which rpserves all proprietary rights A �'�% 20. 7 hereto No other use, duplication or Feproduc:tion in whole or in part may C-2 1,35.10' 92.69' 124,25' -7 HITS SEALANT be mad- of this document except upon the written consent of Aquatic C-3 50.00' Bu�lders. Ltd. The information con- C-4 44.03* 52.57' 40.40' E3AGKER ROD -�irein is intended exclusive- veyed h� 30.00' ly for tf,P- project identified by the C-5 title block and receipt by the owner, SUS-BASE AS REOV C-6 27.71' 25.65' 12.41' architect, engineer or contractor on this prolect is evidence of their ac C-7 64.67' - \/ ceptarc�? to these conditions of A6 CONTROL JOINT % restricted use. C 17.7 7' SCALE 1 1 '-0" (=4-08.dwg C-9 125.30' 1.91, 4.17' C-10 11.41' FIRST POUR 5Er_ONV POUR 29.52' 23.03' No- C-11 44,71 20.00' C-1 2 - ___---VOLGLAY NATERSTOP 1 112" C-13 85.16' 22.36' 33.23' C-1 4 30.00' C-15 78,13' 24.68' 33.66' C 70� C-16 - 22.36' s . C-17 - 19-93' 14'r-1611 C-18 145.19' 11.65' 29.56' U C-19 98.52' 5.63' 1 9.68' C-20 178.86' 19.90' 62.10' C-21 81.9 6' .39.47' 56.46' C-22 17.2 2' 137 CONSTRUCTION JOINT C-23 44.03' 70.57' 54.23' SCALE 1 1 /2" 1 '-0" X-04-09.dwg Wr ' C-24 50.00' C-25 200.15' 34.69' 12 1.19' Q_ C-26 180,00' 4.94' 15.53, (0 0 z 0 0 C-27 256.72' 27.67' 123.96' C-28 135.00* 4.01' 9.45' cc ...... C-29 66.11' 19.70' 22.73' C-30 51.13* 99.15' 88.48' 37.42* 78.45' 51.23' -31 C f t r t 5 C C-32 11.20' o IV (3) W) r Lr) 00 r, CO (3) 0 0 0� 0 0 0 0 0 0 z co co G-26 ur) . ......... X D F z > co 00 z aD X Cr M 0 S_LU Qmro C�(D C)CL E ........ CL ................ G-25 UJ UJ > ID .............................. CD UU T; E ; -� w Q �CD Qp4 0 Cl) 0 cr LJJ 3: > < 0 < cn ISSUED FOR: CNJ Review �i ISSUE DATE: "Zr CD V4/99 C Di kps ra CHECKED: J. Dunn PLOT DATE: 1/4/99 FILE: 4-R-2.DWG C I U JOB. IN 0.: 98/p69 4 NORTH SCALE: As Shown 4� BWCh PW 0 Layout plan / Del LJ 2 3 4 ro In I I I I &1111171111, 4.R2 LD F1 BEACH POOL LAYOUT PLAN . I CX) SCALE 1 = 20'-()" X-04 24.dwg 0 Cn ------ 4 5 6 7 8 AQUATIC DEVELOPMENT - PIPE LEGEND - GROUP FLOW a MARK DESCRIPTION SIZE (GPM) This d .ving as the property of Aquatic ''3ullders, LTD_, Cohoes, ADVENTURE RIVER (4190 GPM) N Y Theo use of this document is �— ARR ADVENTURE RIVER RETURN 16" 4190 restricted to the conveyance of infor- mation to customers or vendors of ARO ADVENTURE RIVER OVERFLOW 16" 4190 Aquatic Builders, Ltd, Cohoes. NY which reserves all proprietary rights ENTO-1 ENTRY AREA OVERFLOW 6" 300 s hereto. No other use, dupNcat+on or NTO-2 ENTRY AREA OVERFLOW 6" 300 reproduc'lon in whole or in part may ARBS-3 ADVENTURE RIVER BOOSTER SUCTION 12" 1880 upon the written this document except up written consent of Aquatic UNPAVED CONCRETE DEGK AREA Builder, I_td. The information con ARBS-4 ADVENTURE RIVER BOOSTER SUCTION 12" 1880 TOP OF GRADE veyed herein is intended exclusive- ` } : .. , .. 1 ARBS-5 ADVENTURE RIVER BOOSTER SUCTION 12" 1880 :.•�. ': ' ly for the project identified by the �, --, - — ARBS-fi ADVENTURE RIVER BOOSTER SUCTION 12" 1880 'r * •' •••''• •�' •' title bloc and receipt by the owner, } . " ' LL ARBS-7 ADVENTURE RIVER BOOSTER SUCTION 12" 1880 architect, engineer or contractor on this ro p lE -t is evidence of their ac- ARBR-3 ADVENTURE RIVER BOOSTER RETURN 10" 1880 m < !: ceptance to these conditions of ARBR-4 ADVENTURE RIVER BOOSTER RETURN 10" 1880 �' '' !" restncter' use ARBR-5 ADVENTURE RIVER_BOOSTER RETURN 10" 1880 •O o ARBR-6 ADVENTURE RIVER BOOSTER RETURN - 11 10 1880 W � O� ARBR-7 ADVENTURE RIVER BOOSTER RETURN 10 1880 � Q - A_R_FS-1 ADVENTURE RIVER FEATURE SUCTION 12" 2400 } W ARFS-2 ADVENTURE RIVER FEATURE SUCTION 12" 2400 DL LU ARFS-3 ADVENTURE RIVER FEATURE SUCTION 12 2400 I)- Q ARFS-4 ADVENTURE RIVER FEATURE SUCTION 12° 2400 C, ARFS-5 —ADVENTURE RIVER FEATURE SUCTION 12" 2400 - �O� APPROVED , - `� �O O� O PIPE EMBEDMENT0 n / 411 \ h 137 PIPE EMBEDMENT DETAIL 'l SCALE 1 = 1 '-0" X-04-04.dwg N m d z O Q i C 4 2" DRAI N 4"x4" HAYY�IARD MAIN DRAIN MDL.#5P-1 O62 �=,�,- 6" 211 -ENCASE IN GONG. 2" PLU6 0 / 2" PLUG i m / Of 0 0 0 0 0 0 0 0 - C7 BOTTOM DRAIN DETAIL 2" i SCALE 1 112" = 1 '-0" X-04-15.dwg I f NOS C�NNEL SKIMMER VV I'-O" 21-0" gll 21-OBI � _ DRAIN W/ ORATE WEIR W GON515T5 OF; -ND5 2'-0" CHANNEL J 211 ! STATIC, WATER (MDL. #400) oO h LEVEL -2'-0" CHANNEL ICID o RATE (1 #243) ;� DEEP END -2 END GAP rn I WALL OF (MDL. *24 I) v h a D 1 HAVE CHANNEL o f...•.F .s :... _ 45 o GUT 3/8"4 HOLE �o0 v' ": •:rr.:, �: :-: r:r..>, "ry IN DRAIN CHANNEL m o ACCEPT PIPE - i '`'r':S:':4=fr'f.y,:f: :':ems:. •.,S:j�;.fFr��'.'' p GLUE TOGETHER °1> 00 U h :�'`. ;=:,: ' - •:j ::rs � ,1 TO BALANCE TANK REFER TO PLAN,�, z o0 ` 1 FOR SIZE 0 :3 _n o � � Uj mamm ac 1 pinto mot aoUa D6 WALL SKIMMER 1 � 1 SCALE 1 " = 1 '-0" X-04-20.dwg C 2 F 1 1 CDo o Cy, W J c m� �}�� 1 2" FEMALE ADAPTER 4" I L) V UJ ,3 i 4 , WINTERIZING FITTING: V♦ a E 1 HAYHARD MDL# 5P-1022 w Q J PLACE 22 ABOVE 5 W. o rYr:r s I 00 .`+ry:`.+::f`ry.:• � l I POOL FLOOR FINISH s .. j ' I QI ■ �■� W 3 O O oil WRITTEN HIGH VOLUME • Q � � ' FLOOR INLET HTH PUDDLE ' Q s # FLANGE MDL. N�). I I f 3cl �I ■ s � � a Dl -k / t � I I/2" � 4 4"0 SGH. 40 PVC, 2 � PVC," ■ ■ ■ ■ �,' �/ a TRIM A5 REGiUtRED ENCASE IN GONGRETE SUPPLY t'4EADEf? 5GH4PLAN ISSUED FOR: FOR SIZE) 2 MIN. - (SEE „ Review NOTE: ISSUE DATE: FLOOR INLETS 5HALL BE INSTALLED SO THAT THEY V4/99 - — ~ ARE FLUSH WITH THE FINISHED POOL FLOOR, AND 50 DRAWN: kpS A5 NOT TO PRESENT SHARP - EDGE5 OR PRCTUSIONS CHECKED: J. Dunn o E PLOT DATE: 1/4/99 vo - --- = FILE: 4-f-3,DWG toll JOB. NO.: 98/p69 i SCALE: AS Shown Beach ftd NORTH - 1° " UD 3 F1 BEACH POOL PIPING PLAN - N FITTING 4.R. UD F5 HI VOLUME FLOOR INLET F7 WINTERIZATION SCALE 1 /1 6" = 1 "-0" X-04-01 .dwg SCALE 1 1 /2" = 1 '—O" ).-04-21 .dwg SCALE 1 1 /2" = 1 '-0" X-04-22.dwg 3 of 4 r: 1 2 3 4 5 6 7 8 AQUATIC DEVELOPMENT HAYWARD DECK DRAIN HAYWARD DEGK DRAIN GROUP MDL. NO. 5P-IOIq MDL. NO. 5P-10Iq (ONE PER FOUR INLET5) (ONE PER FOUR INLETS) 2 2 - 4 CONT. _ This dra,ving is the property of - - GO T. # - Aquatic 3uilders, LTD., Cohoes, NY. The use of this document is restricte, to the conveyance of inter- mation to customers or vendors of 3„ 3" Aquatic Builders, Ltd, Cohoes, N.Y. which reserves all proprietary rights A hereto No other use, duplication or Q reproduction in whole or in part may HEADER Q � / 1 1/2 PVG AIR it ORATE SYSTEM H FRAME be made of this document except I I/2" PVG AIR ��, ) � �� Y 1/2" PVG AIR PEM 55 HEADER PVG ANCHORING GLIP q upon the written consent of Aquatic GASGADE J=T 1i2" PVG AIR 5/5 RETAINING CLIP eyed h 1-tcl �s eintended ex 10010 con- SEALANT ly for thy, project identified by the #4 ® 12" O.G. TOOL title block, and receipt by the owner, JOINT architect, engineer or contractor on this project is evidence of their ac- 55AOE BY HYDRO- ceptance to these conditions of O p C-�UNITE MICRO- GUNITE MICRO- ti restricte��i use. 1'-3 1/2" _� I'-3 I/2" HYDRO- / - _ AIR M Qg � ,� AIR MDL.. NO. Ib-52-f5 AIR MDL. NO. Ib-52-f5 e p u - `�a° \0Ar 112 5UPPLY p ° I I/2 SUPPLY ° p #4 c9 12" O.G. 0 - VOLGLAY WATERSTOP VO `4 s ° -' #4 ® 8" 36 #4 @ 8 36 _ LGLAY WATERSTOP 4 ° ° ° 515 MACHINE SCREW NOTE: B ° COORDINATE 5PAGINO p ° AND RELIEF FOR CRATE c GLIP5 WITH MANUFACTURER da � 3" SUPPLY HEADER ( 4� ! I #4 ® 12" O.G. EACH WAY 4" CY5ER I -- #4 a 12" O.G. EAGH WAY — I I 3" 5UPPLY HEADER _III B7 BENCH JET/ GYSER DETAIL B7 GRATE ANCHOR DET. SCALE 1 " = 1 '-0" X-04-18,dwg SCALE HALF X-04-30.dwg c Ib" WIDE PVG I-BEAM ORATE BOND BREAK •Q B7 EXPAN51 ON U WHITE PAINTED FINISH R.4 JOINTFT BOND BREAK HEIR ELEV.=122.48' 5.W.L.=f23.00' ZO o STATtG WATER LEVEL 1 _12 �� LU TOOLED CONCRETE JOIINANSlON O Jo .� 12 oo'ELEV.-t22. 5TATIG WATER LEVEL I 2 b" _ VOLGLAY S.w.L.-I2I.00 WATERSTOP 3/4" PVG PIPE FOR WINTERIZATION W/ PUDDLE FLANGE cQ - - ° ELEV.=120.00' - 00 1_p VOLGLAY �„ I,_I„ a„ o m smlsrsim - v WATERSTOP GRANULAR SUB-BASE 3/4" PVG PIPE FOR } 010101010 0 0 0 0 f WINTERIZATION GRANULAR SUB-BASE l W/ PUDDLE I LANCE ! 1 � �ff r #4 BAR 12" O.G. EA. WAY I 1 } � 12 GRADE=115.50' GRADE_115.50' r�Y � n #4 BAR 12" O.G. EA. WAY 1 �- r Z CONCRETE FILLED DD CONCRETE FILLED 10"0 PVG PIPE O °O #4 BAR BENT 12" O.G. I._° 10"� PVG PIPE #4 BENT BAR 12" O.G. #4 BAR GONT. a 12" O.G. -LOCATE B/T FLOOR 4'-0" O.G. 4'-O" O.G. REINFORCING # sy ADVENTURE cvso o� 4 BAR BENT 12 O.G. N D RIVER _ _ 7 #4 BENT BAR 12" O.G. �ADVI=NTURE L 3 - #4 BAR GONTINUOU5 #4 BAR CONT. a 12" O.G.. -LOCATE B/T FLOOR �r RIVER 0 0 moo REINFORGIN6 F.F=112.33' - F.F-112.33' - _ ` r LENGTH OF TRENCH „}M (SPLICE LENGTH TO BE 18" MIN) 3 - #4 BAR GONTINUOUS o ff LENGTH OF TRENCH (SPLICE LENGTH TO BE tall MIN.) w C; m o c pwt o C O L D1 OVERFLOW TRENCH (TYP.) D3 OVERFLOW TRENCH COVERED D5 WATERFALL SECTION _ '°g°°' b" WFR-2 ® 500 GPM Y .m SCALE 1 �2' = 1 '-0" X-04-28.dwg SCALE 1 /2' = 1 '-0" X-04-29.dwg SCALE 1/2" = 1 '-0" X-04-11 .dwg E C o S.W.L.=123.50' ° REFER TO DETAIL B� " W 0 {� R.4 ELEV.=122.50' w m a PVG I-BEAM ORATING STEEL LOCATED IN CENTER U L.V o OF FLOOR PVG I-BI=AM CRATINCy 5/4" PVG PIPE FOR Q WINTERIZATION F w 115.00 ELEV. = 103.25' W/ PUDDLE FLANGE � Q a E = • " x 2" 12 ga. 5TN. 5TL. t'_ r'_ o 0� 114.00 - -- '- • SHELF ANGLES W/ •, coCD : L.1 #4 @ 12" O.G. THUNDER5TUD5 12" O.G. ` w e ' 10"m V s afi 111.001 � O S.W.L.-I Ib.50 S.W.L.-116.50 rn • i LD ISSUED FOR: 0 110.00' N Review WATER5TOP FLANGE O 3'-O" 3'-O" 0 ISSUE DATE: �. VOLGLAY WATERSTOP BEACH WAVE DRAWN: kpS fO 2'-5" POOL O GHANNEL _ F.F=113.50' I F.F=113.50' CHECKED: J. Dunn PLOT DATE: 1/4/99 of i.. `. ;: ...... SECTION A-A JOB. NO.: 98/p69WG v 1 SCALE: AS Shown i c = IOq.00' V" WFR-2 ® 500 GPM OR7SlNI Dii 0 4.R.4 c� i r� F1 OVERFLOW TRENCH DROPOUT REGION F5 WATERFALL SECTION 4of4 SCALE 1 /Z' = 1 '-0" X-04-31 .dwg SCALE 1 /2' = 1 '-0" X-04-32.dwg co CD a r: 1 2 3 4 5 6 7 S AQUATIC - -- DEVELOPMENT GENERAL NOTES GROUP FI EQUIPMENT LIST - 5.R T R I BI I. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALE DIMENSIONS. R 4 MK. OTY- MANUF. MDL.NO. DESCRIPTION DETAIL REF. This drawing is the property of AI 2- ALL WORK SHALL BE DONE IN CONFORMANCE WITH APPLICABLE CODES AND Aquatic Builders, LTD., Cohoes, R.4 5R-El 2 HAYWARD 5P-1O62 q" x q" DRAIN BOX F5/5.R.3 REGULATIONS. q 5R-E2 2 WHTTEN - WALL SKIMMER F2/5.R.3 restricted to the conveyanc this e o is :. . 3. THE CONTRACTOR SHALL R) VIEW THESE PLANS PRIOR TO GONSTRUGTION AND conveyance of infor- 5R-E3 2 - TILED DEPTH MARKER - 3FT •:::;�::�::::.::,.:............. ... r;.:. :::::::•.:........... .......::.�r:�r•::: ..r..:.:.+ .....r r.771' GTOR SHALL4 TILED DEPTH NARKER - "3 FT 6 INII 2 - DDIMENSIONS, ma ion � customers or vendors o NOTIFY AOUATIG BUILDERS LTD. OF ANY 0156REPANGIE5 BETWEEN Aquatic guilders, Ltd Cohoes, NY - TILED DEPTH MARKER - "NO ENTRY" PLANS AND AGTUAL CONDITIONS PRIOR TO COMMENCING WORK. which reserves all proprietary rights A T.O.W.= 117.50' 51l 2 BEDROCK - 14"(P PERFORATED SUCTION HEADER FI/5.R.5 hereto No other use, duplication or r TILE DEPTH MARKER 5R-E5 4 WHJTTEN - HI-VOLUME WA_L INLET F7/5.R.3 4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UNDERGROUND reproduction in whole of in part may "3 FT b IN " UTILITIES BEE=ORE GOMMENGINCC E XGAVATION WORK. be made of this document except REFER TO 5R-E6 4 WRITTEN - LOW-VOLUME WALL INLET F7/5.R.3 upon the written consent of Aquatic Ers. F2 5R-El I WRITTEN - 24" x 24" ACCESS WATCH - 5. BAGKFILL MATERIAL SHALL BE SATISFACTORY 501L FREE FROM CLAY, ROCK OR Builders, Ltd. The information con- R,2 5R-E8 I WHITTEN - 8'-D" SUCTION WELL GRATE - GRAVEL LARGER THAN 2" IN ANY DIMENSIONS, DEBRIS, WASTE, FROZEN veyed t,erein is Intended exclusive - 5R-Eq I WHITTE<N - BURIED GATE VALVE F4/5.R.3 MATERIALS, OR OTHER DELETERIOUS MATTER. FILL SHOULD BEr PLACED IN LIFTS ly for the project identified by the AND COMPACTED TO AT LEAST q5% MAXIMUM STANDARD PROCTOR DENSITY NEAR THE OPTIMUM MOISTURE CONTENT. title block and receipt by the owner, architect., engineer or contractor on OF 6. ALL FILL MATERIAL FOR SUPPORT OF FLOOR SLABS SHALL BE COMPACTED this pfolect is evidence of their ac- DESIGN DATA TO g8A5 OF MAXIMUM STANDARD PROCTOR DEN5ITY WITHIN 296 OF OPTIMUM MOISTURE ceptai. to these conditions of s CONTENT. restricted use 0 E`FI r• �� FI SURFACE AREA:.......................3,190 SQ.FT. R.4 CAPACITY:................. .. .. .......71,775 GAL. '# TURN OVER RATE (T.O.R.):........I HOUR ELECTRICAL_ NOTES: ; • FLOW A :.............................1,200 GPM I. ALL ELECTRICAL CONSTRUCTION SHALL COMPLY WITH ARTIGAL 680 OF THE X. X. NATIONAL ELECTRICAL CODE (N.E.C.} OF THE NATIONAL FIRE PROTECTION A550GIATION AND APPLICABLE STATE AND LOCAL GODES. MAINTENANCE" DRAIN --� $` REFER TOX. 2. GROUND FAULT CIRCUIT ENTERUPTERS SHALL BE PROVIDED FOR ALL LIGHTING r•. f AND OTHER ELECTRICAL GIRGUITS IN THE POOL AREA. R.3 3. ALL REINFORCING, DECK EQUIPMENT, LADDERS, UNDERWATER LIGHTS, SHALL BE GROUNDED PER CODE. qG� STRUCTURE.4. O OVERHEAD WIRING SHALL BE INSTALLED WITHIN 20 FEET OF ANY POOL Phi 44" DEEP TUBE SLIDE LANDING POOL 5.W.L.= 116.50' i STRUCTURAL NOTES: Fs I. CONCRETE GOMPRE551VE 5TRENGTH AT 2b DAYS E2.1 f REFER TO PF< SHALL BE 3500 P51 MIN. w p 2. REINFORCING STEEL SHALL BE GRADE 60 L Q _ DRAWINNCS { SLIDE INFORt DEFORMED BARS. m RII 3. MINIMUM SPLICE LENGTH SHALL BE 36D OR 18", WHICHEVER 15 GREATER. :?. MINIMUM COVER 2" UNLE55 NOTED OTHERWISE. -- 4. FORM OILS OR GURING COMPOUNDS SHALL NOT BE USED c ON SURFACES TO RECEIVE PAINT OR TILE FINISH. ° == 5. MAXIMUM WATER-CEMENT RATIO TO BE 0.45; CONCRETE a TO BE AIR ENTRAINED. n 6. GURE AND PLACE CONCRETE IN ACCORDANCE WITH AGE STANDARDS. 44" DEEP -f. PROV15ION SHALL BE MADE FOR BONDING REINFORCING STEEL IN ACCORDANCE WITH PROVISIONS OR NEC, ARTICLE 650. W u} ss PLUMBING NOTES` a {} 1. PIPE LAYOUT SHOWN 15 REPRESENTATIVE OF THE DESIRED PIPE :# ROUTING, WITH ALLOWANCE FOR MINOR REALICNMENT5 A5 REQUIRED C }'. BY FIELD CONDITIONS. PIPE 5HALL BE INSTALLED WITH THE LEAST NUMBER OF FITTINGS. 2. PIPING SHALL BE INSTALLED WITHOUT AIR ENTRAPPING HIGH �O� �0 POINTS OR REVERSE SLOPES. PIPING 5HALL DRAIN TO A LOW POINT N FOR WINTERIZATION. m ry 3. PIPE TRENCHES SHALL BE EXCAVATED TO THE FULL WIDTH AND o DEPTH REQUIRED FOR PROPER INSTALLATION AND IN AGGORDANC WITH THE REQUIREMENTS OF THE PIPE MANUFACTURER AND HAND RAIL APPLICABLE CODES. o a o 0 0 `oo N 000 0) 0 3 1/4" ESCUTCHEON PLATE 4. PARALLEL PIPING RUNS 5HALL BE INSTALLED IN COMMON TRENCH, INCREASE SLAB TO 1'dHENEVI=R POSSIBLE 8" MIN. AT ANGHOR 5. ALL PIPE 16" DIAMETER AND SMALLER SHALL BE SIGH. 40 PVG PIPE LARGER THAN lib" DIAMETER TRAN5PORTINIS OVERFLOW FROM DIX. DI POOLS TO THE FILTER PLANT SHALL BE JOHN5-MANVILLE PERMA-LOG "INRA / R 4 - SERIES 46 SEWER AND DRAIN PIPE. :f T.O.W.= 117.50' - a O drig - - co BOND TO POOL GROUND 5G REW ��::.:![v[::.:r:?r.r«Lnr[::r„•:r.,.:..::.:..�:�rr.. .:�.`•: ..:,.�r:..:,[:.-.::..;.. REfNFORGING STEEL o0 SUCTION WELL REFER TOO d � n D AI FI BI d a Z N R.4 R.I R.4 Q . 4 _w O r , mroMO ii U 't, m p7� t ' I x � n W o ON mamm o c O mt O C O L a p U d D1 COASTER SLIDE LANDING POOL PLAN D6 WEDGE ANCHOR DETAIL N SCALE 3/1 6" = 1 '-0" 411 X-05-01 .dwg SCALE 3" = 1 '-T' 4-011 X-05--1 6.dwg 51-311 o DECK 6"xb" W1.4xW1.4 W.W.F. WHITE C L o I t/4 SEALANT W/ } ' , Id 5/8 5/8 BACKER ROD / U c� EXPAN51ON JOINT Uj V/ 12" FREEBOARD (TYP.} 4 - #4 CONT. PVG I-BEAM C�RATIN6 JA. H G� STA STL. J a fs HANDRAIL (5-TYPJ / R = b" (TYP.} m . .. 4 WIDE CONTRASTING = - o 3/4" PVC, 5PAGEFZ a ...:::.:fir.:#:o`.`r..#:: r#S$#`r,:,$:.:r$$:.r:.: :s: G 9. Y [.s:>?::[#.::':•:'.:<::f{i{ :,rGr, ':'r TILE N051 NG DECK , p (TYP) - #4 GONT. ;3 si.::ilifiv is ';vlf;s:;l:: '•s1� I U DECK ,r r:,r':: - I-BEAM GRATE GR055 SECTION A-A %^r;.;;f:> >"issr.r;.;#::, 's.:$..f.V.'rr'r,[:. ` ',v'/ r.'x r� LLJ .c#'� 2 #4 GONT. - VI IJ J \ G4v'.•F1':,:�r�i:vRMR'. ..:i1..w.4 }..+.[u[:'r "1.G li-I Uj 4 BAR ::.. � ;yrq � F3 - .f.: ^t IL PITCH - 1.4xW1.4'� _ bxb W ,::Y • ': �r%+ •.% W.W.F. I I .� # 4 BENT a 48" O.G. X. # `'> W 8" TEXTURED CONCRETE WALL s+ 4 \ r f� .0 o WITH STAIN FIN15H (TYP.) :r:`r:G:!:5#$'?,.'�R'•rr;'r;: ::�i.•.'G.[6f5I[%SI.R$fIY'#?gj`��,� � n: n 7,1 �„ II DII to$: : +;:.,.,; ifis^rr •t #r.•:.: /' / II i:i:f:f?`tf$$:r '.':.Yx:;: .SrdF.i $:+$ {: • • \ \ \ \ \♦ ■ -' ., r,; 8 WALL •559.k ::0::, :.,.,,�?.::s.•s: S.W.L. / / / / / / / :'k:rrfS'xx�;:f:.•r.'.::R�rf:r rf.'.>: ® 12 O.G. ■ It Mt 4" TILE FINISH STEP (TYP) :.'• / TREAD � RISER . PIPE `<rrR#t.$?;L:S.?,r...::c:r.,:$s: ,;::`:E:,:;;: :r,:•s.,:• i\ 8u 5.5 TILE NOSING ;a.$$..,..:;f.,;r; ;,. :s.'•:#:ss::» ":#> :;;s:s#' TO BE TILED (TYP. // / F ANC Q ■ . ,. ,.:.: :.. = rr:c.+r,..s.[::.:[.r:.r:�::f: :,. ) I /\A / 8" 5.5. L WALL STEEL: a GONTRA5TING COLOR Kc?s<:s.. „s :, ...s.�:::::#:,#.#.,s #4 BARS @ 12" O.G. (B.W.Jf':..f;, :.. - 60 (1_Dq • • • \/ //\ \//\/ ., } STATIC WATER LEVEL En ":I/8 s s':Y`fr BULL-NOSE TILE (TYP} BRONZE WEDGE a d a a ANCHOR • • ISSUED FOR: FLOOR STEEL: 8" (TYPJ s r`r f r s :' 'r` rf1%< €r<"' Q ER TO DETAIL BULL-NOSE T , . ,.. ,: _ - -.... L,:, ReVieW II - --------.. REF 4 -@ 12 O.G. (B.WJ :•..#..#..F..F..f.S SR PVC I-BEAM GRATING Ln� CENTER IN FLOOR :::.,:;:•` ;:•,s:xsxs::$s:.•.s:<:r[:,r[:r,:..: : x:rf';,.:oYos:oar:,r D6 �9 • • \/\ 5/5 MACHINE 5GR)=W - ) ;. #::'v r.:; , ,; \ \ ISSUE DATE: Q ::k:;':y;:5:i:r.`r:'s$$:$fS$::fS;fr.;fi:;:+ice::r.+::.: '::4.; J: °L`{,$A'nr: r.#: I / / 5 5 N IP :;•::[ 4:::s; .:F,:$$.f$ :f;:S;:u.:;' ® Isis, , ;::a'af .� /.. " d / RETAINI G GL <,,,:<',; <r $$$:,r :L ` R.I / / / 8 T.5.0. :SaF;{$P.$.':.7' .�S;:Y....1$ $?$g: :}or:^$^ %4 .srf: is ri% R. _ \ \ CONCRETE "$: $. +` >.>rir,r \\ PAN FOR 1/4I99 :..: ' ':F`.. <<: ,:: :[sra \ REFER TO L o FLOOR W/ >:1>rs::,s:.:':,.,,;s;;s;:.'o-ss;;s;sz:.:cr:xy.;:..>.;,.,;z.:;;` .r. • • \ :•:.[::[r,r:[r.::r.„,.;�.�:v:.,,::::.>•�+:.�...r:::•;:�:.r';::r:::�•r:: #:> >s:r�:ss%::< :,� / CONTINUATION 2"xl0" KEY PYG ANGi-iORfNC CLIP ....:: .r,:: ..;.rg..s,s..r.,,,,... #'. STN. STL. PAINT FINISH "'`"`"" "' #��:. r$.r.r - :#L.: � DRAWN: dwd '��'� ..r. [? . _ $•` ' RF OW TRENG r1> ,:. .:: aVE L H O i::fr:•F:N? : Q • fir. ri:i.'F.r rr.'fr:rr:� �w,y :#:4i:J`.:ri.r:$i$i.,YA. ♦ O � 57N.5T �} /P VOLGLAY :.$ u:s;. ss;: r g O o Dunn O O -CHECKED:S"f.4:L4 ::y��$:Y:. 0 C - ,..,.:.:... , r.r:.:::.:::s:;•�r..,.«;[r::::r, s•a,�s, •. .:rs.�£:c ANGLE rGONT) 1 O� OO � WAT3=RSTOP {: .s..s.:.L., g s:c^: ssf• �, ::'t' i :I.ii:Gli�F. f`: ifv.+v4:: •�S i:•L,.;y:rr:..f.�..:1i; r: 'r:• i•'.'r i`:4F .:`A,.;:.•.rf,.r. � •:<�><:.r:r.:,::+:.,..,..u.;:... € T DATE: 1/4/99 --___ -- - ____.__._-...-. .�-__ .•.: :•: rr«:[ rtr >.�fs :{us:cc: - r#:?? PLO ../ . 2�%5'%F�3f'rf::OO�: - ° s:�l}i:1�}';r:;f��: rr.y.',rr;rrr�:�fri:[[•;[r:•.![ :.�#:i`I.:LL::[:'i$%$$ ?:r$$$r$7'i. %$R$:k$r$f:: r F:iS•i.f.5r..f$ .[:`•r • • F - •:f: :..; �:r.:x FILE: 5 R-1.DWG � `D I{I!j ?.s 'ss>�'s's �r,s�`>r'r.�#r:$.:s:,•:. ;:::�:, ?fis :#�, ?�#n` :r$f.r.-;g -..$l r'rrrf:::#riF:�Fr.�f:?�f$rf:�.`.:i.`- .f iii}i:' r^ it ::^.:.'r'r:'{.:':i:r:'tS:'+.f :�'ifriF$: r%ir:v�ii{:?iiir:iil .L F i#.•:.R:•,:r:[#.f„ .[:,r>:. $;,.::;:. ,.f.: ,:;::r.. N0. P-69-98 - - ..5.. ::: .... ...... 5.5. OVERFL OH p CONVERTOR AS S}10Wn ;' 11 FILL A5 REO A .' �STTI. STL. BONDING SCALE: N ���� _.-�_._-_�f`JP� WIRE #4 ® 12" O.G. 13oX sass r SW util lnQ ftd C )v O _ W/ 2 #4 GONT. HORIZ. P001 Pion U -- BASE MATERIAL 5.R.1 LO F1 WALL SECTION TYPICAL F3 OVERFLOW DETAIL F6 STRUCTURAL STAIR SECTION DETAIL i X-05-1 9.dw SCALE 3 4"=1 '-0" SCALE 1 " = 1 '-0" X-05-05.dwg SCALE HALF 9 1 of 5 X-05-1 S.dwg co rn __---._.._-.- - I 1 2 3 4 5 6 7 8 AQUATIC - - DEVELOPMENT GROUP TUBE SLIDE POOL LAYOUT This d'awong is the property of CURVE No. ANGLE RADIUS LENGTH Aquatic Builders, LTD Cohoes, G-1 - - - N.Y. The use of this document is restricted to the conveyance of Intor- G-2 - - - mation to customers or vendors of C_3 _ _ _ Aquatn:: Builders, Ltd„ Cohoes, NY. which reserves all proprietary rights A G-4 - - - hereto No other use, duplFcation or G-5 - - - reproduction in whole or in part may 55 G-b be mane of this document except- - - upon ',le written consent of Aquatic Builders, Ltd. The Information con- 15'-b" G_� - - _ veyed herein Is Intended exclusive- G-4 - - - ly for the protect Identified by the title block and receipt by the owner, G-10 - - - archit(J, engineer or contractor on G-I I - - _ this pr::fect is evidence of their ac- ceptare to these conditions of G-12 - - - restnctf?d use. G-13 - - - 0 O 0' Q m cv o B :XT I G.J. G.J. G.J. A- - S.W.L.= XXX.00' c 0 a U O 0 O POOL GENTERLlNE O p O I I �� "' w i Q v v U a rr: ' C t G.J. G.J. G.J. El 0° ' «- O � F.. A� r.r n 11 ILlIIl-II ^ V _ • I� • Q 7 - co m sv z r:r • • • O Cf) O I� p N�O c ` I N oM V}(U c.- "o - 31 I tp�, m oZao x m Ln _ ma (D mm W o c pas o coL CL 20c�a Y m C E > _ Q CD 8„ a„ O � 8° 14'-4" Uj 0 � cj CL 56'-4" __ o Q V rVf Cl) 0U m 0 V F— 3 E w Q Q � a _J C) C) ° Qm o Q t�. W Uj E E1 COASTER SLIDE LANDING POOL LAYOUT PLAN s SCALE 3/16" - 1 '-0" DEPTH4/WARf�ING MAFNER 1`�OTES X-05-02.dwg m REFER TO POOL PLAN FOR I. REFER TO POOL PLAN FLOOR FINISH NOTFS FOR DEPTH/WARNIN0 MARKER LOCATIONS. v 2. DEPTH MARKERS ON POOL MALL ISSUED FOR: I;o SAW-GUT GONTROL JOINT SHALL BE t3LAGK TfLE. LOCATED R6M1/ 1/4" WIDE x 1-1/2" PIE AS INDICATED ON POOL PLAN. v SEAL WITH SEALANT Iew 3. WARNING MARKERS ON POOL DECK 5HALL ISSUE DATE: HE LOCATED WHERE INDICATED ON POOL P-AN. o AND BAGKER ROD THESE MARKINGS SHALL BE OF CONTRASTING V4/99 = COLOR TILE ON WHITE BACKGROUND 2'-5" 2'-10" DRAWN: dw 2" 2'-1" 2" CHECKED: J. Dunn ry 2 2-b 2 T.O.D. = IIZ.50' oL PLOT DATE: 1/4/99 Cn O J - FILE: 5-R-2.DWG RI ? c_ - - r- - in O � - -I � � J08. NO.: P-69-98 -- u� +' SUB-BASE AS REQ'D SCALE: AS Shown Coaster SWO UUX*p Pod c DECK CONDITION Pod Layout Plan OD CONTROL - ry � POOL SIDE WALL CONDITION F1 JOINT DETAIL5.R.2 LO F2 DEPTH/ WARNING MARKER DETAIL SCALE 1 7-7—0" X-05-06.dwg X-05-1 4.dwg 2of5 a LL ♦ - PLANT LIST" ly ! �� }Ir 11 ' 1 / �I> _ KEY €Y. O MAMCAL NAME COMMON NAME 61ZRlE : t`9'.�� �a Y i 1, 1 f 1 }� I j S` :41 i ,t k, r / 3 E r 1 Z i , /, , S , LOAM & SEED PP 0 PRAXINIM F NNSYLVANICA 'SU'"!T" b IMIT COMEN ASW Yl'4-!"GAL ";' 1 ,� " I' r GT T OLEDITSIA TRIAL NTHO6 INEW16 "MORAIR�" MORAINE HONEYLOCUST 2 4-a'CAL :.ii��,,, a,,'. j' # .A!!i :, `SD� � FP 4 (TYP.) PG i I°11aL18 CAI LERYANA"G•IAWTiCI EER" CNANTICLEfR PEARS 714-3"GAL �I a �'' i.: i t , V Kk ... /. TO Ib THUJA oGGIDL'NTAL16"TEC.IdY' MISSION ARBORVITAE l-6'Hr I . s � , y 'if Vanasse Hangen Brustltn, Inc. I r fi,� r -� 11,'';C �,.;.� wasy I r. O - 4 /W M AZALEA 'HMO CRIMSON" HMO CRr%M AZALEA 18-24"$PD. `��i , t, � ." '' I +!- ,I:;r �.',,. / / `1. ; ;r - .._- -- ... - LAIN Development IC 41 ILEx GRi=NATA JAPAN ESE HOLLY V-2W HT. 1 j J�a} r t ` " z , �F _ ��` k _ JH sl JUNIPERLiS HOIZIZONTALIB DEPREBSA F'LIJhTOSA COMPACT ANDORRA JllrIIPER I6'-16•SPD. ""'. "" �' � EnBIrOA1IleIltal SerV1CC8 JS 9B JUNIPERUS 6ARGENTII SAmENT JUNIPER 16•Z4='SPD. .l r s�',,161E y n '�'_ k1 0° s\ r- ;..'. "rA� i ��sa', r ! ' lay, ' rat �y- f. r ! ar :.. .i's;: c 1; ,�11. *:, r r rx• u .:+, .3 LOAM & SEED I. RC $6 RHODODENDRON CATAWI9IENSE CATAILBA RHODODI!NDRON 2-24'WP, I . ,r iV. I - I..K; . l rl r;e [y?:I,;.- A} f. ..i -. , r I : .;y..r i• _ s`I , f,sr 1- P +^. ,, !�, .F �.. ,. .t :r: E. ,1. - j,, � �' ,�a.t s "'. ,� : :a> ', i,p,, -`''�- ,,+ .f..7:;G; /TYP. 101 Walnut Street,P.O.Box 9151 !RP RHODO>aENDIdGN f'JM PJM RHODODENDRON 7 71"t'$FD. x ,, ' r J- r"# c s 11 _ 1� , e \ ) } A"1 -', iM ' i r -.f. :. -.-f' 1,..,. ei' t3 r} y -7g` Y �..ir �s f' ,-, .. Y "Cz°•,:- a't " y '/ t 4 'F iE" pi !' a..Yy >•,nY' :1:y ,:-.y _- i,ln.. :'A e' '� i 3�ff� E S+t;�. 1 ,rye'" "`_d i-'� - V ,y,.r r r-, Ki �4 ,.�:. -,`. K r f ,. r. , t . . ,, , -:�; --d_�, �,y 7Y � t 'K 1 f, ik. Watertown,Massachusetts 02A71 ji 5..: '" 1, itr 5.1''+'✓ f' i 1 �I �•�,v/3a }p ray' .l,lY,.'' 4Ae „!,+,. Yam; '`i.I,+� ,�1�.`•u.K a' Y,li:s,F w;:�ti;r'v x ,j r;. 4.'. - < , K ; � F.:1 ,y�,a .; �,_ J. 617 9241770•FAX 617 924 228E PA iID PSTNI$EtUM ALOPEGURDIDES I"OLMITAM GP A" '2 1�OT *' r� tAi- r a k ^ , , '.,s a'„ ?• a f ,k.: 4 €ii 1 a ;t;: i .` PT b� PACHY6AND}€t4 TERMINALIB JAPANLSB 81°lil�aE f PEARPLATD3:i} �3' f } i,rt a '',:1, s, "", ti0 l•_._. .� 1R ¢ �t: ,� ; :i i�r`.f ;'1;' c' w ;.�i s-._, �: r'' a .,l.c. ; d: '; Mrs 3E, MI6GANTHUB C,RRACILLIh1UB HARDEN GRAl36 r3 PDT _k. E yy�� pp r 112 1 � , �' .,w #" '*. `, r 4y . {,a `• ,i-1 i7$1 �l 4 ti't ANNUALS ANJUALB MIXED ATh0.34L8 4'POTS h [ ' i fi # ie _ ti ' aJ'# ., ti,kS'Y .<c t'" i'u:: 1ti r ., L: .;5 5 ry e ^r -� r >� �' SZ = 'dl^;I ,, r 6�; 3 .+'.44 1-,�, f'• .;r, w„�,tJ_,. lV'a... "1 xr,•:4 {v 13^' i a1. i. 7 Y ,r. w r4 E.I 'y 9 'i 4rir a r.S ,� �,,,`x'- K - 4 d t t: .Ftl r v 1 ti bj r �t���I. ,.. i - i•<�`'':ir..�,lc f` :, s r'} '� �["„ �� ���••:rr:'J" 3 ,kA,+'' s: ',3"d i ;i �' .•'tom zye "�:, f' ,,:I.q tK ,. .: ! 1, 'I, ,� -1.:!SZ'� II� '��...a- - _ _,� ,9:=' ``,� �' "yn;s+�vS�K.r K;jS�..J � y,,.�}'� .��. '',i�9`iy. .h. r1,� .'n+ l:.•v' "- 1- '�''Fr�. ;'� i-. ':, f,r .- i 4� I s,V,, ,'.7 11 t •„y. *. 3 4.: •:sw" a F•x �! -.to •s.c.:.v r' , '.u Sr`4 : ,+E ,..��.,, ► - .� ci. ,",,-" ,,r `J,;, . r r Iis ti; r. ? EXfSTING PARKING a } " ' a_d a T v c 3-✓f.Jk ? - �r r Vic, t•' � 1,�.. �'•. G-.7..;'. - ,u w:�1 ,f :F's, :'")- 1 it c s ''� !i ; i' ,e,ri;,. A t^ grSr. 4 a'f� }�~ " ,� �a t 5 Mw r + r `.0 R f a , +a ,. €,%-. �t,�� 9C5..-,R.'�•r^ tti*c'llYI ';�s_ 'Si.w:n 4,•:+ �K.�` - F w. t� ..n. , H:•..l Y'e f` 'Y F I. y1. i Y a 1°L t 5..4 - 4 ti I i L> ;f 7 : �� f Y * r f e4 '�a+,),Iva 1" ty } Sr,,.[ ru.t 3f r 1�. i �+ �` .s,f-3 Q ,sr +�r y,t}3� .r^" ys,✓' :1}�.: t.'.�""' r,.. � i '�4r/ y r�Y F�l �.s�3" R•'+. s' ¢a1Xa.,h s�''"f-t- ,�3 f°. 'a.;'� 3 -]/1 a at.: (� L CAREFULLY MA 1 T MEET EXCEED THE x' r'' '` ', Hj. 4 '' �° e< tier y ' �, ,� Y4^ r : v, i /01� L- .. l r vi'n� J ALL PROPOSED PLANTMG LOGAtiON6 SHALL !9E STAKED G FZERJLL 6. ALL PLANT TE12 ALS 1N8 ALLED SHALL OR I aa >, K, g fa, v r, e a' r f 3-' .?< ' '*. , t* "i: �.::?y r i.i}}. r"�.�. f% •' 1" /' F ,, 3 ,'a 1 r"�11,�}fk„+�.5." h.. i» .1,5,,�. t,1, +Y -, - '} t ,.i 3 t �.AS SHOUN CN THE PL.ANNS FOR FIELD REVIEW BY THE LANDSCAPE 6MCIFICATION6 OF THE "AI ERICAN STANDARDS FOR I RY C � rl y �� + "4 ! I/.,� ' ,/`s` '"Ft %! Y tC: Z�r4 Ft �i j-�:' �`,,� �,r ,l,ri K, ♦ ( :i.y' A 7y1 Y`k M4'"f1'y,[.4RGNITEGT PRIOR TO 1N6TALLATIOTi STOCK GY THE AV tERtIGAN ASSOCIATION OF NURBERYMEhI ie, tF d;;',i Ir , a (( :a!Y� aI r,x r > r �f i 7 r !' .,'�"• E• i 4 Y > k;t S h e y„d _€a , „'s ,1 ��',{`` l J '"�", s'r L!t1�,i':,} - �.. r u.,,!f !'r w, - .(' %. yf. 3 + r'T`.. ' tiwe, +a„ 9.C.L7 4TRACTOR SHALL VERIFY LOCATION6 OF ALL UTILiTIE6 9 ALL PLANT MAT'EREIALS SHALL BE GUARANTEED FOIQ ON7z YEAR 9` ' � \ t i l3 �` �f'• l t` , '� � P k " rr I , .5. / � �"� } + ,.ra ,- „ ;5 x rb1ID NOTIFY OWNERb REPRESENTATIVE OF G41 FL1GT6. FOLLOWING DATE OF 1'INAL ACCEPTANCE. ,i'''' ' s - "..y h �, siy lr, -,,,fi 5 , tit ..• Z1 Y+: e.i f I t •• i.1 r y ' , �• 1 AJ, $;-v�I r 4', 0 !..: ' kn f " 5 1, t�,, f t h X,i" 1 r 4 �4t a'ti- a V >r�f' .,,.j..' +-d'-,'r-±-� { f`i �"`tr'f t 'f 1 t i F,. }S ... -�1 i,k a e �F�v.:�,+s 3.NO PLANT MATERIALb SHALL pE 618TAI.LED UNTIL ALL GRADING AND �.EXISTiNCs TREES TO R£hiAM 61IALL RE P160TEC7EP WiTH 7EMPORAi�C r �' r �, ry t,r �� r , f� y. r . �,ys S } i% I f r `ta YAlrk j Z1 t y '' �" , p P "*' k ''K a t; IL ,;, .• r � ' 17+; i , 3 e� *e y 'ti �:.f 1k v ' , 1.-; rf7x,.,;�i,,,,il !4`' c �- rk d' ,t r 1,...rr�x x n {ti.r:., d C41N6TR1,IGTION HAS RE1:N COMPL VTfD IN THE R11MIATE AREA. SNOW PENCE.ERECT SNOW PEhlCE AT THE DRIP LINE OF TWE TREE. ...y ' / "i, 1 1 y ) `, Pt l r•«� a-> P „'-. �- f � � �, R � c ti '`k a..t Q ': - , J. 1?": 2 �i h:r .�..r,+t,t°,t, '.l•A� ;^� 1, �l.s ,f'r ci cE^, Y P by .�'r, CJt. ti CONTRACTOR 6H4LL N07 STORE VEHIGLlRB OR MATERIALS WITHM TF ��� iiT. rvj i qv e1 ,S"a ,t }' i ro > ';t 4.A 3-pdC1d DEEP SHREDDED Pit 134FtlG SHALL EJE METALLED UNDER LANDSCAPE AIQEd6 ANY D4MAGsE TO EXISTMG TRei 8.8HRLIBS,OR LAUNS «-.... ., y1 I.II.j ? s[ a r.(Yt w "�k ;- e�i f *J/ ..r,^ r +� `tii ffi � F- 3 E . I t k . S E T�r»_ ,,,i { S P i' �? + +v{ a } .`� t +t f ,;} u q +i 'k r r 5 ALL TRIES AND SHRlLBS,AND IN ALL PLANTING BEDS,A8 SHOWN SI 1ALL 8E IFSPAII7ED CY THE GO�l1RAGTOR AT NO ADDITIONAL COST / ! 1-- a,`s,,n t,r ?.,t- t"S �• u ,, ,, 7 . 'IF 'z + + t k c' ' y. z ON TH1," PLANS,OR A6 DIRECTED 19Y Ol1NER'S REPf4ESENTATi1ll:. TO THE OUNlER- ..' l :) ,, , s1 . ' '_ ry t Ltd I iti w' { I`kV e't. fa �H r 'a �' 1 r s r i Y: , �; !`� -Il'ix ��., -,I ,i a 't �iiF1r- v...ak y.a9y,i -_,, �I.'+�'� - ,y ''�� r!I ,,R�r*t r} .i'i,�t,4 > ;._, `5 .�+�: `' ni;.k,,,' w 1 S -.'F' .'- .z, i'" / - �s. ,-c -�y,r ?w�1 -.`_r`,���r„_.,. y,rP -�.., ..-- -. - S-ALL TRE1=6 SHALL dE DALLW AND WIRLAPPLD,UNLESS OTA�Ri IISE It AREAS DESICohWTED 'LOAM 4 SEED"SHALL RECEWE i"OF LOAM AM '� �", � a �ff s s's� 7, f',s a ." t c (f ?' i „i �+ NOTED,OR APPROVED$T THE CNINER'6 REPRESENTATIVE. 111. 6PECIPIED SEED MIX LAO"OVER Sil ELOPE SHALL I9L°i PROTECTED 1, p €j- ! i'��f wt''pr t rwr+ '{ •I a „}_ kMF< r;s r + '} k r' �- ,d Sa'.a ,ro W WITH ER06ION CONTROL FABRIC. i ". i ; ' kr n i K, t iFr x r a �r°; ! ark .b r rat d'_4 ti c i.FINAL WANTITY FOR EACH PLANT TYPE SHALL BE AS SHOUN ON THE t °'r a t r I �wr7y�+t �5n } .Y r� r * 7 , IY FLAN THIS Nlr1 'R SHAL L TAKE PREC.I=DE?JCE IN CASE OF ATiT P. Tim CONTRACTOR SHALL HAVE ALL FALL TRANSPLANTING HATARD ; _ '.* ,,4�,9 ''3.f w 1 d , * f q ` ➢ i� 4 i�� S w Si T' R +� d d , , l"1" I df ' ` k ?r} s be L t', + ' r 5 � `�s� �r r s ..i �d-1'.i�.3�fi V�- _!�k~ - f ,F d f.. i L '' �. '� ram^-"S_... .:a,.::.--Y�''" . - y $r r Vt k d� p k DISCREPANCY 5ETUEEN 0JANTiVES S14OIIN ON THE PLANT L16T ARID foL_ANT6 DUG IN THL SPRUNG AND STORED FOR FALL I`LANTMG. "tl a + , w , y %4 x a F + 3 OiJ THE PLAN `^s S � p f r.', "v* k Mr ','- .. -- o t'S5"a,5 - { 13. LOAM AND SEED ALL AREAS NOT 01'HBR IIAOE TREATED, r'k,, '"'`-yap> , { r i, g+ *y ' . �y: r" < - - ./-- � 1.ANY PROPOSED PLANT SUBSTITUT10N8 MUST BE APPROVED N M +�^�rt� �;' �js y , r ' L <r s,rw Js ra y, fie ' i.' I tURITING BY THE OUNFR'S REPRESENTATIVE, 14,T1416 PLAN 16 INTiE+ID3_D FOR LANDSCAPNG i JFW*CWG ONLY. ;, i ,.;,z",-..,tY N r' Y�.� ,i l REFER TO SITE/CIVIL D Z=INGS FOR ALL OTHER "y i g , t +, vas k f y , "fix, a �� ..' d, 4s�I ` 1�t' `! SITE C[7W8TI4UCTION INPOiI?17ATIGN. ��K�av"r "`•"r s. { �{ I ,^.I 1 SF+rlx" 5 ,.5f Ate{ I ;,?,, {5i;r r ' t 1 t i 5 i I:dE fh ' ••,.. ,., w, r.r;r r..A •'t, I E I _1< - ; +: i., ', F= s ; r __ k ,.s. ,. „S fp t R �Ir "a`' ° ,„,.. p z , D\ f- r i ii 4t: fr. �, 1 N i? i f s}f_ r i`\ r r'c; >y. r S " �` b ` �, €. � f 'I � i ik�t. ,' c��flk( 1=i;:); i : . f� t au�� r x���41 J `�. _ ',i:R;F' f Y,) �i f'\ rea,R' =n i. ,t y k'. F' r, ?�k1'4w y1 a .. }r . '"a p,'�- "a a J,�,.+' _" if si kr! ,f,F ilsri f ••;R '`�' ' . yM„., Y✓ I a ye, `r �I t,„h d'r.,�f5,a'r1Y.•' d dFl� �r :A d/ ''" 'l. 'I M S 1 r r :s+t_, VY if, .�a% �fJf�r"' 1 r = r f ti �a t'r,k. 6 ' i.I Y _,:',.°r/*h f'{ 1 h-e. ~�.'a•!m I, .`r >if f y �'. I' �a5 # ' a ER t' 1 5 6'r � - ix , e ,, TIE WIRES r Ar � I I x ;�I' i r �.�� � I 1. PULL POSTS SHALL BE SPACED I 1<; �'`, I "�, .� ! �,f �i r:.` , ' rah . : ,s r��+�. ; 3 TOP RAIL AT INTERVALS NOT EXCEEDING g� ti' _ y + I .` i :y ^ ^` , i - �' .\ "7,,4,y � , + k,,. r, . zQ 24 '4' R fr{ 1. Y- 5fF' i '.'} # Y „ 1. ,+` ,� _ .-.: !,"'.+ 1 . i- 'T ='d 500 FEET. } ;5d`t ll� 3 " ''� \ }q„ 4 r e'f r tjj<d j y d r �� ,3f �k � ` + �� f't,., v / h JC. 5 I {J-,,•;�- �;3��l e F5 N IF 2. END, GATE AND CORNER POSTS Ill = c ,. ''4 r .f,R •`o I 'f j ;fi r`\ ,4'n-,x `:z�,; �I.. �'+x r,,°v ,' fi. w o SHALL 8E BRACED TO ADJACENT �, , Y Lis ;! , ,.:'; y a� �` � :, :� ,- w z FP,---"' TER RAIL LiivE POSTS. (MORE THAN 30. ;.� + F 6 i :a ; ry ;- �' "3 10K. /•' S� r y" ,. % fs #` a CHANGE IN DIREc.�ION # i ` :.. Is ;. RK' XPANS l- f Fk ''y ;m ' �" ,fat,.;} '. J.:. �,I r` . CONSTITUTES A G3RNER ._f , x� a ;,, .4., .,.. '.t F P� %� . ,, w �rsv r< t f ;'� `= . . a ��,�';'., TRUSS ROD ) f h lr OX{MAT . �. .- Wi r :va. Sara< ,w,.it",,, . r� f* 5 k# ,. , 1 a".v ,,,€ 3 U AL 0. 'r1.11 �'� .. APp , '\, \� ,- — 1- f �u y t 5r"V V. ,i`' rY� yzha it f `it} t g ik+o-� b 3. FABRIC SHALL BE 148" WIRE, I,. =.i�"� ,_ . ¢ ,;� , i r �; Z3 WOVEN INTO APPROXIMATELY ,,, "N, ..E.. =ate , , ��+ ,,, {,j , . w r 'A � �� :. . ,;.,Yi"„ t'i f ., �.s, 1 '•.t =.Gt?, .s:,y �'h x r.rx !'ham �'S r i :�.S F �:SYi+ _a<I,, 'j, *F= 'K. ,rl:, rr:r � $ � _'' .�:J;f .fr :p. 2" DIAMOND MESH. ,� '� �, 4 1 s y s r \ Y7;/ , , r 1a. n 1. 5 ` .`' I ,� r.; v; .. '•3' f `�t ;q A �' T F 5" .{'k 1, , \ 3„ t, -i;+ i Yr!f ' .n. v, `Y�w :z r t 4:. ' R "-.. ?i _ ''.V i �-,w µ k; ;'\_. ! 1;t7`'. .-,>,`J`, `�;r 5-, '1^5�., ''t ,M.; ic. E.µ.4G y.,, r a , Y a* 1// // // /� /� '/ // ///// ai. f�.::`-'°.s"'w. `a' / t -3 r:7_f y,+n /• '-_,'�..a/ ",J'`i:l `�. �Ir�t, K- ..,',,;�ti a� �. f - i +�,__Lr.ail :�.::a 'S' r;r 'r1ii''.. I..OAIY� aC SEED \��\/\\/\\/\\ \\/\\�\\/\ 4. ZiNC-COATED STEEL FABRIC ". 41 *} r. t I' x .r. ,w ' _,:':: ; , , , . TYP.\ ,� �\ #E SASE METAL SHALL BE COATED , r � �,. ,> �. r ;+5 ( ) I I 1 -t.:.:t: *sal `\'r 1.s`f ^`w �' -r�S.1 1 _A. ,w i - / , /' '"-,`f,;'% _ ,i, ..s .•,.I ?^� €' -,, WITH PRIME ERN $ Sa & `, 5'Ntl ( *�xY�;i3°'l `^': a \ •� ✓ 1, 0 � F kYR' H RME WEST a,`tc.: � "\h .:� N,1.l, y;l:,.� w� ,f6,, ;if `\ �' f'' i I ��+?a.t�'rr € a�rrs ;.r,: r M 4 ,* U U SPECTER OR EQUAL. ;, I F� r' �'�'. - -j— r `"^>r ��y1.4I, f,' `C /i Tr / r:3,-„'-! , i y,f — (}//''�-.` 9 w-w , / s.?•'.) rf~ f'�,i•# 5 y', 7 a -, '',,_ �•*ti., / :` i s '+y+r 4 k `. 17a+r_./ u: 5' 1 a t i!' f ?� \k, 1 M,3 5 ;, : �F kf�e ,r, I .'".( NVe, I Y,' f` Yti., I frt, -Y - ; �, -. ` fi ELEYATIQN 5. ALUMINUM COATED STEEL FABRIC �11f• l r -A _ _` a is\ t''' : /' ? i"" `: 7�;,.r r ~a,` ` i �'. 3 r a,;,•,s r=} j , �; lx4 t+' .' - .4 Y.�Kv �}" "-i f °_7 i"�C,rf ,,, 1 i T '.� s-s, BASE METAL SHALL BE COATED ` ;r�� r „ \ ,` },fir \!. ti� .+ 3 1'7yat c, ' P 3 ' �'� �,. — fi, �,f 9 r Y= _ -,,t, .h ,'",L y „L'•.l 4 .iI f't f l �:. .�+��'s'r y. +,ram.P`/ ,\: .,`•i/.. .<r�t`rr• ',fi�G 1s fit•:`�/� 'r4 a;y. ?�tfl^� ,� } + }., PR. •�.,• ;€,fi.��' ,i 1F`,r: ! �''� -r WITH ALUMINUM ALLOY. / s , r a 1- -=r -e 1 / �,, 'i: 't,Ci ,c,kl r".f .r 4t �`�' ?', Si 7 S 1. a•."I, 7,.'•.1 F .k k,_,.IY..��r, 1. ,r'S I .i''�� -"/.r;.fr / _-a a.i k `'t. s "fi,'&k ; `.'rf. '� � .T;r 14:1 dj'., 5:'.':- 1s.,k,({J-?-,A ,i"• , rr,, 7;',:.r: �. Qppl.rk. "� l' - / %.iCi'' f ' +t. ;.e ,r' }' ;.� )`a4 art.a ° ;+`L .,.-tf'h / �:;.; _ ,rt.? ik.r,l. - .. j, r ,%,_r,'� ,�{'hf,: .tg1W /'/,r. n... rw" - •Yr _ 1�e1. `i.,' { i'.,'P 1 .'�. iC nr-.."`i rti T ii.5,*p': 5,,srd "N ,t i.l� .1'•' `� `4 Ir{:Y, r,i_�u 6. FENCE POSTS AND RAILS SHALL _ ?,, ;, %;,7 ,^4.-�`. ;-? "'+�<:E r.,:}.a \ \ ''` ," �+ !' - *� ;":a , RECEIVE THE SAME COATING r " ,; � �- �'��+i�.• �' `-,� • »:� \11,.I,;� r t' �' �� v `' r,'� � e;'. EXISTING PARKING 9�' 'r * " : \ ?-;S,,, * = fi ", r;k-. e/ a f.^' 4 f J /I AND TREATMENT AS THE FENCE rra !, ",.�, r R- /.'4:,} $ "> k - ,��`c jr" f ` ' ` r :�' _ .'\F l� ``. ', j. I ARBORVITAE 1 r' ,.x A, FABRIC (DESCRIBED ABOVE). ar , :'w° �„ �4>� i.� �. %- -i,, `' :. ;y `. (TYPITYPICAL d #, ,4 ,';t ,I, '1 „),._•i.- \ / t. t�, i' ;. rr ,, ,' fa4 y CAL) r <' 4.:k :, ? i S �V. ', ,, i £. 'z_G ,i,� f fit ,k _ rZ °'T -xh hf 1, x {-.�k r r' 'Yi - ---' }'F&.,i .,°-'\ .W,,. it a. I' 'L f '` .tti t.,,di,; � -�: .. .>•r, \f• \� '�' f ' "' +.. 1' . 7. SEE SPECIFICATIONS FOR POST _ 's r'd:rs nF b Y ! °`'.f' t' ,'.+ wn'4: h \ a.' 'r ;i r.r \ RP - V f,+✓i k X 'yr' ! ".Y ��. *ti•,+.,r.q P'p. \�l "G r -•,c4 ) 1" 1.. c 3+t ' , t ;,a� ;' \ d e;r"•"- f:w v.?�'rxr�..^ 9�' ` v ka;n ry w r :ram' l : f 4 / - - DIMENSION , 4. is p/, .,` ! ; ;� - �,v, , fY.;/� 1.,r -"' _ _� S• ;,t�* .I 1. S <.ET r A h 'rfi,, k: �, tc .,.,!�r; .Pxl. �f,,x`l.. r+ r.,r_ rr_' '�' _ t .'1 - r r jF i ��pp�.� t'A�{�,t•`-j •tr r `7S ;ti` :.V Si-##,yy�G''S E.sr u rpr I'''i ra .r'p '� Pam." - „ 'L?':`- y. I I d: ,. .'.•F S -[ ;:a `•. t r,K.ti:V :.U\ '' ki'.iJ.,4 _.1.1. ',*",.ttl i 'I ,1� v..f�'`� iz' ;,Y_ �i," �fl` l `���ii rw•. y ;r '- i I r I:. / 1 ICI '. k„,u ..s �51:. ,2t':{.. r'Y a °r�•i�rR'iY .-., ,}_,�. t sl §. ) w ,/i..._' _ I4;:5., l;'_ r I �' TOP RAIL — a f r, ::a' k i.( 1 �fi .1' ;:;e r # ',+3 ft' sr .i� ` /4 �." .t .. - a-' 11 SF. ,L,'11y._Y Jt �r k k- kr°• --', 5 'i" v= r -, a t 77 ,k r: +~ FT+ `t,�< ! , '!'y l f - fi i. r X{- t a ° T f ! s >' '.�.a a rf' l ,i,F'4 :,c� . � -3..:' 'f, 1 } ( .�,.�/d F �.r -v�. is v +,sJ� ,r , f 1 !" l ir -�'S,r,ry,�.},i ,e*' -- i , 0 - i I ,ru'?3,. s/r a-s s' t'.--Cl' '_1 +.5, ki. sv (.� x!'(x'C; •" ,j 4 t., 1 } 15�. 'r �T i'rt'Lr'�, 5�i f f'1'1� + f `i:,. .1 e x�, } i,,.il., k,^ — FENCE FABRIC 4 ` ,�- 1.- s r ,s a ,, (.1 is 7 x, rS' crs N .rr:. 7 t"r+� 7f` fri F :'� &, >, ., ," 1 AO LANDSCAPE BUFFER !. ey r a r: t i r �.:a,$e4 ' .},S !r: .1 x.' .. .Y r.':.,re H •R'-' i f1PP� K _ D_ t 1IR�fLe t 5 v.i s S Ii r a'a . . :2 �rl ('�k.. 5�, s f� .` s' + . 1 sJ k18r : i 4 No, Revision Date ppvd. ' �` Y .i5-ne3-'F,, ,F` t'l 2�) �, 5 d, ,}�j�+,k ;f d�/ +y„ L. +ti CENTER as r,{a4 55 Y - F rwf r � i4` a t A a tilr 9J r t it o t r f RAIL yr 3 y I„s � I', :7.$ 4,Ft YF ip r r Designed by Drown by Checked by 300 PT Va CORNER, END OR a 9' o.C. CAD checked by Approved by LINE POSTS I Y O I scale 1 -= 40 JH 30 JH 1 11r�Q► Dot" 2/3/99 1" WASH Project rids M - 15 IC � - FIN. GRD. 5 RP -rW I? I I .� . LOAM & SEE 0' R� LOAM & SEED (TY .) 1 1 o " (TYP) � 1 LOA & SEED 25' ODE Riverside Park 1p 1 I 4 GT ` 3 GT TYP) SEWER EASEMENT CONCRETE FOOTING I I Nz i� 1 APPROXIMATE LOCATION) , .. i1 c ( N (2500 PSI) ---- — -� U ,�1 100 ANNUALS PEDESTRIAN WALKWAY - €Qii 1 VARIABLE WIDTH-(10'-20') I ky -4 } . .. - 10' DIA. a LINE POSTS .��° I. Agawam, Massachusetts OR 1'-4" a CORNER EXISTING PARKING _ -, 6 PC OR END POSTS Issued for MATCH TO EXISTING -- " .. S iICI fOI\ - i 11 I 1 MAIN 'k . !:LOAM & sEEa , gar Ir ET. 4 �f Local Permits a cg , i MATCH TO-$XI571NG -{TYP) ; -.. PR LI i.oi Ce r Chain Link Fence1. -. ._ . - G i ... .. .._• - - _ - - Drawing Itic LD-905 A REV N.T.S. I EXISTI G PARK r fENC�D AREA g' S '' } .. (B' HIGH) k AY P ELECTRIC PAD 4 ---- - Parking ; " . _-... EXISTING DRI EW ...... :': TO ABANDON D , -. � i XI11 UPON COMPL IION 19 TO - t„.. RI EW OF FUTURE 5. P PARK EXPAN ION �, _ Plan ti 4 ��� " MATCH TO EXISTING FP ��, ,,% NOTE: • Drawing Number - DRAWINGS NOT ISSUED FOR CONSTRUCTION. — MHD LAYOUT LINE — G �%,; ,%%Nu„%II0I nffflrfp„r r 5O ANNUALS :> y..�`a���� r�nflTf . �� Wtl a _ - _ -._ .. PIP— I * _ MAIN STREET * �.�`-__ r _ rm + ti Sheet of 4- G; 1 1 d �% Hb 68 � �� s ."",1RP1I1�IJr'...... Pruied Number ,elr,...,(WIl II0%1V 06229.00 l S/"i 1) lJ[JLL7 l/l/ kirk\,checkin1062291cadlld106229PSP2.dwg 1 2 3 4 5 6 7 S AQUATIC DEVELOPMENT GROUP PIPE LEGEND I FLOWi This dr wing is the property of MARK DESCRIPTION SIZE (GPM) Aquatic: Builders, LTD, Col 4R 0 TUBE SLIDE POOL (928 GPM) N.Y. 'I he use of this document is . ......... restrict-,d lo the conveyance of infcF- TSPO TUBE SLIDE POOL OVERFLOW 12" 928 b" ELL mation to customers or vendors o TSPR TUBE SLIDE POOL FILTERED RETURN 8" 928 Acii Builders, Ltd, Col NY KN-L INLET REFER TO _ —R—1 3 fS F TUBE SLIDE FEATURE RETURN 12" 928 which i9serves all proprietary rights:4f hereto No other use, duplication or TSIFR-2 TUBE SLIDE FEATURE RETURN 12" 928 reprodi,j-ton in whole or in part may R'. TSFS-1 TUBE SLIDE FEATURE SUCTION 12" 928 12 TEE be marie of this document except rTSFS—_2 12" 928� TUBE SLIDE FEATURE SUCTION upon the written consent of Aquatic 2" WAFER Builder:, Ltd. The information con- VALVE veyed herein is intended excluslve- 12" ELL ly for the project identified by the 7 title i and receipt by the owner, archite., t, engineer or contractor on this l is evidence of their ac- SA.L.= XX�� ceptani.;e to these conditions of IX: 3 -" AA 1-ER rostri(-t(,d use 4, TOP OF DECK b" ELL El XXX.XX b" TEE jo 1211 TEE QL 12 HAFER"' % VALVE ...... 3" HALER " ELL VALVE B 8 ELLL "b ELL ELL E E 12 TEE A 12 HAFER VALVE POOL CENTERLINE Z! b" EL A 12 ELL Z. X. 12" ELL .0 BOTTOM DRAIN C6, REFER TO 0 P5 > 4 ell, xx. 12`-G5FR: 12 SFIR: 12"C,5Fl 12--r,5FF,: > "n It Ln co N co a) 0 0 0 01010101010101 — WALL SKIMMER 112.41 REFER TO 2" (2 TYP) jj R.: 7 7 4" PENE7RAT I ON:THROUGH GRADE (2 Typ) Q, .................. co 4" co E C/) D � z 12"T50 EtRIM&ATE r1,7 105.50' VALVE REFER TO m 15"T5R i0q.50. ao LID co X x Ld) LU o cr m < or- C; O o Ot L 8 U Q_ D1 COASTER SLIDE LANDING POOL PIPING PLAN D7 SLIDE RISER PIPING DIAGRAM SCALE: 3/16" = 1 '-0" X-05-03.dwg SCALE 1 /8" 11 '-0" X-05-08.dwg co E o UJ UJ CID E < ROGK5GAPE 0 F_ LU U) TOP OF Ol THREADED PLUS W 0 0z) c V 59J IN I TE GRADE 1-1/2" ADVANGE INLET 0 SEALANT ROC�<S(-,APIE FITTINO "THE IN5IDER"-HHI1F_ N T(Pl (5 TrP) 2'-0" LONG - NIPS CHANNEL DRAIN H/ GRATE < CONS15T5 OF: > NI:?5 Z-O" GHANNEL 1-1/2" P.V.G. PIPE UJ E-= PVC, FEMALE / N (MDL #400) NHITTEN PRODUCTS " ADAPTOR J *(Do C> 0 - 2'-0" CHANNEL KeNTER STOP HIGH VOLUME INLET < M_ dill '0 ORATE (MDL. #243) TYPE-A M is) 0 - 2 END CAP5 FLANGE LU (Mi #24-T) CD < 41 ot 4NV ACCESS SLEEVE > y STATIC, WATER GUT 3 1/2'V HOLE ISSUED FOR: LEVEL GATE VALVE (55 LU IN DRAIN CHANNEL Review ILI To ACCEPT PIPE - �/��K/. HUB NUT < SKIMMER I^V HEIR 4 4 CLUE TOOETHER (REFER TO PLAN RETURN HEADER REFER ISSUE DATE: FOR 51ZE 4 LOGATION) ed SEALANT cl"xcl" HAYHARD TO PLAN FOR SIZE 1/4/99 5"(P SKIMMER HEADER MAIN DRAIN DRAWN: Ctwd D REFER TO PLAN MOL.#SP-1062 -PI DRAIN TCH TO HEADER 4" SADDLE Z •6 06, FOR 51ZE -ENCASE IN GONG. CHECKED: J. Dunn CD I? PEASTONE ............ 2" PLUGFIFF PLOT DATE: 1/4/99 rn EMBEDMENT 3!: 4- 2 PLUG 4" FEMALE ADAPTER FILE: 5-13-3.l JOB. NO.: P-69-98 SCALE: As Shown 4-j Coaster SWe Lan*q Pod Nd MOv Plain 10 TYPICAL 5.R.3 LO F1 PIPE EMBEDMENT F2 WALL SKIMMER DETAIL F4 BURIED GATE VALVE F5 BOTTOM DRAIN DETAIL F7 WALL INLET DETAIL (TYP-) 3 of 5 I SCALE 1 1 '-0" X-05-07.dwg SCALE I 1 '-0 X-05— 12.dwq SCALE1 1 '-0" X-05-21 dwg SCALE 1 112" = V-10" X-05-20,dwg SCALE 3/4" — C—O" X-05-1 l .dwg 0) 1 2 3 4 5 6 7 8 AQUATIC DEVELOPMENT GROUP 12" FREEBOARD 12 FREEBOARD T.O.W.= 117.50' This drawing is the property of Aquatic Builders, LTD, Cohoes, - ,Y N.Y. 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S�"trS�'ssSris:"s. PLOT DATE: 1/4/99 FILr v F.F. II 5 R-4.D WGF E: , .. « O� n JOB. NO. P-69-98 E 5CAL As Shown Coll Slide Landing Pod Pool Section / Elevations CD co5R.4 U I D m F1 POOL SECTION/ ELEVATION ' 4of5 SCALE 3/8" - 1 '-0" X-05-04.dwg OD a L : 1 2 3 4 5 6 7 $ AQUATIC -- �- ---� _ -- - DEVELOPMENT I"IBER THICK GROUP FIBERC�RATE W/ TAMPER-PROOF FASTENERS ,� 2_0 This drawingis the property of �� 14' 14 Aquatc Builders, LTD Cohoes, t N.Y. The use of this document is -- 1 rostnc'ed to the conveyance of rntor- 1; matior, to customers or vendors of y` Aquatic Builders, Ltd„ Cohoes. NY ` here c reserves otherll usro,, Wi ationtor AAwl whicl) reproCuction in whole or in part may `*�� �%\ \�� 5/5 MANHOLE AGGESS be made of this document except FRAME - CAST IN upon the written consent of Aquatic GONGRETE (24"x24") Builders, Ltd. The information can- R/G SUCTION _ TAB WITH STUD veyed herein is intended exclusive- WELL CRATE L5EL7 TO HOLD IN 5 5 I xl xl2 qqa. ly for the profect identified by the NE WRITTEN FORMING - GUT AWAY ANGLE 5UPPt)RT title bl ck and receipt by the owner, AFTER POUR. GONTIN. archit,est, engineer or contractor an A4 ACCESS HATCH DETAIL this pr le t is evidence of is o ac SUGTIO� ceptar ce to these conditions of restnct�d use POOL WELL SCALE 1 1 /2" = 1 -0 X-05-10.dwg GONT, AN6LE 1/2" 5TN, STL. DROP-IN ANCHOR NOTE: PAINT FLOOR it WALL Q ANGHOR TAB BEFORE INSTALLIN6 FRAME d ORATE SHIMS a� 0 B L 131 SUCTION WELL GRATE DETAIL SCARF HALF X05-09.dwg 0 a L U3 m FORM POURED z W SHOT GRETE WALL W 24"x24" AGGESS HATCH BY WRITTEN l/ REFER TO DETAIL�'� MAN HOLE (�' \ RUNGS R.5 r do a a a o �I�U�L�u�ulllllluuuuuuuuulll �. -� 5UGTION WILL CRATE _ 14" 65F5-I BYE 1TTEN BI I ] ® 5000 OPM 411 REFER TO DETAIL � II`JIIIuIIuiIL�'�I`�I` uuuuuu llllll�lu�fu� 1 1IIE SS ORATE BRAGKET ''' '"'+ BY WTI TTEN PRODUCTS t ` J p ,5.+ uuuuuul I J1 �tll1III-Iuu 14" GSFS-2 @ 5000 GPM co O ono 14" PERFORATED HEADER �rjnnnnnnnnnnnnnnnn�nn o DESIGN DATA: 162 SQ. IN. N.C.A. / LIN. FT. _ 14" G5F5-3 ) 10 M TOTAL LENGTH= 4-0" MIN. n n n n n n n n n n n n n n n n 3000 GPM �2 � JLJI�,���J1JIIuIJl1l J�flflf�l��J�L : t�, �-az W ' ' I x 7 � W m�N m m O +'rifrf'lr,`�li O C I4" G5F5-4 rf::S1R.: G O t ll��ll ��luuuuuuuuuu�l :.,,.;:: m @ 5000 GP o IFL AN6E LINCy l^f/ PUDDLE o o c DRY SOCKET ONLY DO NOT GLUE n W Q [f; ' C wdi :11. r , ,- . .> > ...� CL .. 0 U m Q — moo CIO W E ¢ Q � a W PLAN VIEW p C) _.,. m U) Q L1Jall 51 9 0 rn m ROGKSGAPI NG m ISSUED FOR: �i 2-#4 F. 2" MIN- COVER Review ISSUE DATE: 0 MANHOLE STEP Cz FOR 5UGTION (3 TYR.) _ m f1f1f1f1f1f1f1f1f1f1f1f1f1f1f1f�fiflflftf1f1f1f1f1f1f1f1I1f 1 DRAWN: dWd -3 WELL GRATE JIJIJ11111111JuuuuulJuuul€Illll�uUuuu REFER TO DETAIL J (L �= XXX.001 CHECKED: J. Dunn = BI p pp Iz.s v, y+ PLOT DATE: 1/4/99 W' GSFS-4 FILE: 5-R-5.DWG a 3000 GPM Ln - - - - JOB. NO.: P-69-98 • SCALE: As Shown 41 Coasw Slide Landing Pool rDill o GEWER IN FLOOR ro F1 SUCTION WELL DETAIL SECTION A—A 5.R.5 5 of 5 SCALL 112" = C-O'" X-05--13.dwg m - - - - i� 1 2 3 4 5 6 7 8 AQUATIC �- -- --- DEVELOPMENT GROUP GV I R 1( E L/ ,�'\ I /A\ This dr:;wing is the property of Aquatic Builders, LTD„ Cohoes, MARK RADIUS LI�NGTH ANGLE NY The use of this document is G-1 q_qu Ib,-7" I0-7.240 restricted to the Conveyance of infor- mation 'o customers or vendors of G-2 3q.53' 14'-3 13/16" 20.75° Aquatic: Builders, Ltd, Cohoes. NY which r='serves all proprietary rights A hereto No other use, duplication or G-3 13.00' 13'-II" 61.37° reproduction in whole or In part may be made of this document except G-4 20.00, 5'-5 11/16" 15.68° upon the written consent of Aquatic Builders. Ltd The Information con- G-5 17.75' 45'-7 13/16" 147.35' veyed i-orein Is intended exclusive- ly for the project identified by the G-6 64.62' Iq'-3 13/161, 1-1.130 title blo.:k and receipt by the owner, archito 1, engineer or contractor on �- -- G-2 G-_1 23.20' 23'-7 5/8" 120.860 this prciect is evidence of their ac- jf� C 3 ---- ceptanc e to these conditions of G-8 43.12' 17'-8 15/16" 23.26° restrict(d use i O" DEPTH c � CD ro Br� 8" DEPTH r TOT POOL U 5.W.L.= 115.00' 0 .Q NBGS MINI-SUB OCTOPUS N Z o F1 Fl O R.I R.1 \\ ir CAUROLINO SPRINGS tO�t ,o r REFER TO F 1 �� "��" R.2 co') v rtO t 1 �bo O ERF OW TRENGH O, El REFER TO ~1 R.2 r10,1 v N M a Ln to n co M o 0 0 0 0 0 0 0 0 0 0 ,y q" X q" DRAIN BOX G-6 REFER TO C 4 R.2 a z o 11 Lo �f1 x D z d 0 TM O m Y O m �10 03 U r 10 oZ� xa n W o m a m (D o c 6 0 . cor NORTH a D1 TOT POOL GENERAL PLAN D6 TOT POOL LAYOUT PLAN NORTH SCALE 3/16" = 1 '-0" X-06-02.dwg SCALE 3/16" = 1 '-0' X-06--01 .dwg CL O a rr W d 0 W = J = Q � v � o U u_> m � o VJ W o a E W Q � � 0 C) 5.H.L.= 115.00' LJ W c J* DEC K= 115.25' IRV'. 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NO.: p-69-98 r i SCALE: As Shown Tot Pool C-) Plan and Sections co Cb F1 TOT POOL SECTION 6.R.1 I SCALE 8"3 - 1 '-0- 1 of 2 CID / _.. X-06-03.dwg I — a li 1 2 3 4 5 6 7 8 AQUATIC DiViIOPUiNT -- -- NON-SKID COLORED GONG. FINISH GROUP 2 2 2 DERTH/WARNING MARVaR NOTES EXPANSION JOINT ---- 1, "8Y MAX" DEPTH MARKER5 LOGATED is irawing is the property o AT POOL ENTRY ONLY. SPACNC TO BE Aquatic Builders, LTD, Cohoes, u� 7 25'-0" MAX„ REFER TO PLAN, BOND BREAK N.Y. The use of this document is ki - itr 2. REFER TO PLAN FOR ALL MARKER mat on to customers or vendors of -- LOCATIONS. matio t to c the conveyance of inlar- Ib A vatic Builders, Ltd., Cohoes, NY T.O.D. = 115.25' � q cv ZERO DEPTH GONDIT-ION 5WIMG2UIP 1 which reserves all proprietary rights A PAINTED 5TA- RITE b417-0000 hereto No other use, duplication or FINISHED POOL FLOOR FLOOR INLET FITTING reproduction in whole or in part may #4 BENT BAR 12" O.G, be made of this document except -LOCATE i FLOOR o �� REINFORGING upon the written consent of Aqualic p o Builder;, Ltd, The information con- , Q veyed herein is intended exclusive- P D fl c a b 1 1/2" � O �� ly for the project identified by the title b ock and receipt by the owner, o° a #4 BAR 12" O.G. EA. WAY architect, engineer or contractor on D a � p o WATER5T0P FLANGE A6 FL R/D JOINT TAIL this project is evidence of their ac- A1 DEPTH WARNING / MARKER DETAIL ° FLOOR/DECK ECK DE ceptance to these conditions of p a 9 a restricted use SCALE 1 " = 1 '-0" X-06-07.dwg p° ' 9 ° SCALE 1 " = 1 '—0" X-06-1 2.dwg p 4 ° i //� i/' REFER TO POOL PLAN FOR T.A� z �/�X x/ �� T/V/\ \ \� FLOOR F I NI5H NOTES �V�j%�/�� �%�/%� /%��/ / /���A� T �A//��%// 4" COVER MINIMUM SAW-GUT GONTROL JOINT 1/4" WIDE x 1-1/2" DEEP SEAL WITH SEALANT 5UPPLY HEADER AND BACKER ROD (REFER TO (REFER TO PLAN FOR SIZE) 0 iv n B I/4" WHITE SEALANT t 0 0 BACKER ROD N 75U13-E3A5E A5 REOV B1 CONTROL JOINT ==� B4 LOW-VOLUME FLOOR INLET SCALE 1 " - 1 '-0" X-06-08.dwg SCALE 3" = 1 '-0" X-06-18.dwg FIRST POUR '5EGOND POUR o 1 1 VOLC LAY WATER5TOP 4 b 4 O n ��� W C 14"-Ib" a G"xc!" HAYWARD a 2" DRAIN MAIN DRAIN MDL#SP-1062 -FNGASE IN GONG. 2" PLUG a ; 6 2" PLU6 N M "t M O O O O O O O O O O B2 CONSTRUCTION JOINT 4C4+BOTTOM DRAIN DETAILSCALE 1 1 /2" = 1 —0 X—Ofi-09.dwg 1 /2" = 1 '-0" UNPAVED CONCRETE DE GK AREA X-06—D5.dwg TOP OF GRADE y W r, fA d m f CD z M O •Q n O _ o .o•Q co • x �< D5/5 OVERFLOW TRENGH EXPANSION JOIN } z o BY WHITTEN LIA REFER TO DETAfL D6 o M E.4 Q ODco ,�z i 4 - #4 GONT. � w #4 ® 12" O.G. APRON PITGH 1/4" PER 12" • a •O O I '�I ma o POOL FLOOR 10 120 SLOPE - O .Q o0 APPROVED '+' o 0 o D aCHTE? 0USTA � a - _ D4 PIPE EMBEDMENT DETA L SCALE 1 " = 1 '-0" X-06-04.dwg C'[ co ° U OVERFLOW HEADER 6 ° 6" DROPOUT W/ HALF REFER TO PLAN FOR SIZE AND LOCATION a COUPLING MALE W ADAPTOR REFER TOUJ ♦� PI-AN FOR LOCATIONS E a b"4) •• o m V Q cn E— w 2'-0" 1'-0" � Q 2" FEMALE ADAPTER (J� : E _ ~� w ¢ �J Q 5TN, 5TL. 56REEN UNDER Q COVER PLATE WINTERIZING FITTING: 0 I HAYWARD MDL# 5P-1022 _ f d 5P-1022B FLUSH PLUG C -- � PLACE 12" ABOVE S.W.L. � ¢ • ,�, .,,;" : E1 OVERFLOW TRENCH DETAIL — FFr SCALE 3/4" = 1 '--0" X-06-1 0.dwg 24"FROM ■ ■ ■ 23141, j 2"> PVG ISSUED FOR: I"41) NOZZLE ENGA5E IN GONGRETE Review HAYWARD 5P-I0l9 FITTING ISSUE DATE: v 1/4/99 1/2"OAIR INTAKE a'8 . 2" MIN. Q = a`d , 2" (P DRAWN: dwd 11/2" AIR LINE m FROM INTAKE d = REFER To DETAIL G6 I"m SOCKET GONNEGTION R7 (TER)=ADED COUPLING} CHECKED: J. f1R CMHAYWARD HYDROTHERAPY 2"xl 1/2" BU5HIN6 1/4/99 FITTINO # 5P-1450 FILE:PLO T DATE: 6-R-2DWG 2"m ELBOW 1 1/2" 0 TO GURGLING Joe. No.: 98/p69 SPRING INLETSLD SCALE: AS Shown Tat Det Re Cn 6R.2 LO F1 GURGLING SPRINGS F3 AIR INTAKE DETAIL F5 WINTERIZATION FITTING ' r1 2of2 SCALE 3/4" - 1 '-0" X- 06-33.dwg SCALE 3" - 1 '-0" X-06-1 1 .dwg SCALE 1 1 /2" = 1 '-0" X-06-06.dwg Cn t 1 2 3 4 5 6 7 8 AQUATIC DEVELOPMENT PENERAL NOTES: GROUP I. WRITTEN DIMEN51ON5 SHALL PREVAIL OVER SCALE DIMEN51ON5. 2, ALL WORK SHALL BE DONE IN CONFORMANGE WITH APPLICABLE GODE5 AND This drawing is the property of REGULATIONS. Aquatic Builders, LTD., Cohoes, NY. The use of this document is 3. THE CONTRACTOR SHALL REVIEW THESE PLANS PRIOR TO GON5TRUGTION AND restricted to the conveyance of infor- VERIFY GRADES, DIMEN510N5, STRUCTURES AS SHOWN. THE GONTRAGTOR SHALL mation to customers or vendors of NOTIFY AQUATIC CONSTRUCTION LTD. OF ANY D15GREPANGIE5 BETWEEN Aquatic Builders, Ltd., Cohoes, NY which reserves all proprietary rights A PLANS AND ACTUAL CONDITIONS PRIOR TO GOMMENGING WORK. 4. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UNDERG hereto. No other use, duplication orROUND reproduction in whole or in part may UTILITIES BEFORE COMMENCING EXCAVATION WORK. be made of this document except 5. BACKFILL MATERIAL SHALL BE 5AT15FACTORY 501L FREE FROM CLAY, ROGK OR upon the written consent of Aquatic GRAVEL LARGER THAN 2" IN ANY DIMENSIONS, DEBRIS, WAST1=, FROZEN Builders, Ltd. The information con- MATERIALS, OR OTHER DELETERIOUS MATTER. FILL SHOULD BE PLAGED IN LIFTS veyed herein is iritended exclusive- AND COMPACTED TO AT LEAST 415% MAXIMUM STANDARD PROCTOR DENSITY ly for the project identified by the NEAR THE OPTIMUM MOISTURE CONTENT. title block and receipt by the owner, architect, engineer or contractor on 6. CONTROL. JOINTS IN FLOOR TO BE GUT AS SOON AS PRACTICAL, AFTER FLOOR this project is evidence of their ac- 15 PLACED. CONTROL JOINTS MUST BE GUT WITHIN 24 HOURS OF FLOOR PLACEMENT. ceptance to the::o conditions of 7. ASPHALT ErMUL510N FOUNDATION GOATING TO BE USED ON ALL. EXTERIOR restricted use. CONCRETE FOUNDATION WALLS BELOW GRADE, ELECTRICAL NOTES: I. ALL ELECTRICAL CONSTRUCTION SHALL COMPLY WITH ARTIGAL 680 OF THE 8" 10'-O" 8" NATIONAL ELEGTRIGAL CODE (N.E.G) OF THE NATIONAL FIRE PROTECTION A5506IATION AND APPLIGA13LE STATE AND LOCAL CODES. 2, GROUND FAULT CIRCUIT INTERUPTERS SHALL BE PROVIDED FOR ALL LIGHTING cL1 AND OTHER ELECTRICAL CIRCUITS IN THE POOL. AREA. iv 3. ALL REINFORGING, DEGK EQUIPMENT, LADDERS, UNDERWATER LIGHTS, SHALL BE GROUNDED PER CODE. 01 4. NO OVERHEAD WIRING SHALL BE INSTALLED WITHIN 20 FEET OF ANY POOL AI�U�II Ol a STRUCTURE. aI>0000-ao Imuoo STRUCTURAL NOTES: AIR FLOW I. CONCRETE COMPRE551 VE STRENGTH AT 28 DAYS SHALL BE 3500 P51 MIN, v 2, REINFORCING STEEL SHALL BE GRADE 60 a DEFORMED BARS. 3. MINIMUM 5PL10E LENGTH SHALL BE 360 OR 18" o WHICHEVER 15 GREATER. MINIMUM COVER 2" UNLE55 OTHERWI5E NOTED. CL Hi 4. FORM OILS OR GURING COMPOUNDS 5HALL NOT BE USED U ON 5URFA6E5 TO RECEIVE PAINT OR TILE FINISH.W O o 5. MAXIMUM WATER-CEMENT RATIO TO BE 0,45; CONCRETE TO BE AIR ENTRAINED. 6, CURE AND PLACE CONCRETE IN ACGORDANGE WITH AGI STANDARD. W ir ?. PROVISION SHALL BE MADE FOR BONDINO REINFORGINO STEEL a A.2 �v ELEV.=D ELEV.=124. 5' IN ACCORDANCE WITH PROVISIONS OR NEG ARTICLE 680. N iiLILU 4 I ELEV.=170.75' ELEI/.=120.75' m 0 0 F.F. = 113.00, WALL MOUNTED INTAKE FAN > +- N M V In to t� 00 0) O cc 0 0 0 0 O 0 0 0 O 0 AIR Ft FLOW F1 ELEV.=tf6.OD' A.E A.I 00 GRADE AL F.F.= 113.00' — — — — L F.F.= 113_.00' — - -_JL %�� L� o ELEV.=112.67' z00 M GRADE f ! I In F U) x �a B5 ELEV.= IDgDO' ELEV.= 1041.00Ah 0 M L b �Y O C O I a M CL V r� Q ao n 16 6 I X C W Vl CIO p =ot 2OVa_ D1 PUMP HOUSE #4 - FLOOR PLAN NO1 " D3 PUMP HOUSE #4 - ELEVATION D5 PUMP HOUSE #4 - ELEVATION SCALE 1/4" = V-0" X-07-01 .dwg SCALE 1/4" = 1 '-0" X-07-01 .dwg SCALE 1/4" = 1 '-0" X-07-01 .dwg c o Q a W :3 0 W J = F— = a Q U �1,►� () AL ELE V.=124.15' ELEV.=12415' U 4 E .p. w 0 C):D - s L ELEV.=12015' VJ Qcoo WALL MOUNTED AIR INTAKE FAN FLOW V T.O.H.OL = It6.00' ELE1/.=116.00' GRADE HOG PAD 4" THICK ISSUED FOR: OL F.F.= 115.00, AL F.F.- 115.00' Review ISSUE DATE: V4/99 DRAWN: dwd ` 1=LEV.= 10cl00' ELEV.= 10q.00` CHECKED: J. Dunn FPLOT DATE. 1/4/99 FILE: 7-A-1.DWG JOB. NO.: P-69-98 SCALE. As Shown Plan g Purnp Hot me #4 2ggM and Beva51" F1 PUMP HOUSE #4 - SECTION F 3 PUMP HOUSE4 ELEVATION# - ELE A 7.A.1 1 Of SCALE 1/4" = 1 '-0" X-07-01 .dwg SCALE 1/4" = 1 '-0" X-07-01 .dwg N3 y _j + AQUATIC F77rJ/ DEVELOPMC ....... J GROtip + 4-- E-71 -4 + dor 'j t6 01)cING, TOLL tarrren 1 e at P A F\'K LTD, I)t Ca 0 Am r, I r) n lip IL D EXISTING 4 W011 PAVE ly GRAVEL LEAKOFF PARK N'j tendaj Qf tor the c tract d k Or (;c A Q10 fe 0011m,on; - 1- 0 0 oil ER 4 Lim, p AVE ZA� F 0 co Ul c) O > LIJ .... ........... .... .. A ------------ - B L I qH 1�� D FE E AIL) L1 ca ......... OL c Lu 4 CD T co C:" 0 E c D TRA PAV cx fFp=z LEAK F —— —————————— E c__ cu co 40 ------------- (D v-1 ZLLJ .9 5ETF3ACK < 7 r7 — TtH co1 ,775 < cLoU G z F.7 < << T-i Sp 79, co E lo t 7 3:Tpzmr cu cu 0 U? SL-3 _j OVERALL ISSUED FOR:SITE PLAN WALLGQ 5CALLI! LMSM G 11 Conept UT _ -"-"" ISSUE DATE c -- DRAWN- CHECKED,- iclunn PLO DATE-. 11/03/98 ------------- sk-l.dwg JOB. NO , p -69-98 All SCALE- As shown 2 3 4 5 6 7 8 AQUATIC . ..... DEVELOPMENT Z 7 w& GROUP J.::: ' g This cira.ving 15 the pFopertv ?f Aqpjat!�: . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . Assc)ciates. LID, (-,oroes. . . . . . . . . . . use of this document is NY. I . . . . . . . . . . -e of rifor- Alif iestricte-i to the conveyar)(, . . . . . . . . . . . . mation le) custornei%, or ver,dor�, of Aqualv� Associates. Ltd. whic�i ieseives ail pru- Cohoe:;, N prietdry �iqhls heiek �,10 oll -so. duplic;a tiuri 0i iel:,fud1,jct;o') u vdvlle -------------- A -J. 'a or in par� may [De ni,'jde ol lhisdu,u . . . . .. .. . . . . . . . . . . . . . . . ment . . . . . . . . . . of Apialic Amijse�ii,�nt Li�j The ri�,--ination cm- �-yeij �ierein i;: k &.0, . ........ -ivc tencied �;ydijs --Iv tcr t'�e iDroje�-A ilerl < A fified bv the. title Ulk -K ai)d rt�ceiut 1 m.......... ...... ... ... ........... . . . . . . the o,,) arcrliteO. �'ncv�eDi ()I c0i I- -t is evidpri(,e (.,,t tractof this Frnjt�- . . . . . . . .. /'X LEGEND . . . ... . .. . a r". v'� ............ of r "�trl x X\ WAVE CHANNEL a 7"'- X/ '7 ]�M.j ........... 'S.......... 'x' x ( 2 VORTEX POOL 1/711 --N ............... 50" GEYSER .............. ...... ....... ...... .......... .......... ........... BEACH POOL .............. ......... .... ....... ... LAGOON ............ .. ........ ... ............ LOUNGE DECK ............. .............. FILTER BUILDING ............... LANDING POOL . . . . . . . . . . . . z 0 ............... > .......... SLIDE COMPLEX Ld ...... ...... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... A ............ . . . . . . . . . .. ORNAMENTAL FENCE . ......... ............ 'X ...... LANDSCAPE AREA ............. -4 "1 Ln LD r, DO M 0 rn c) 0 I F ............... X"('6 T 0 201 4o' 120' .. ... ..... .......... ............ ........... e ... .................. .......................... ..................... 0 TRA F F > < cz x . . . . . . . . . . . . . . . . . . . . . . . . . . . G R L T CL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D . . . . . . . . . . . . . . . . . . . . . . . C) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . >-,o �t.L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v;Lr) cr . . . . . . . . . . . . . . . . . co . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . ....... ---------- D1 OVERALL SITE PLAN DETAIL ....... ............. SCALL 1 20'-0" 0 sife98—ct.dwg C ciL E............... cL p co Cj) E Z LLJ Lu cu < co 5 co W E 0 Co 02 —0 o- co E� Co > Co PERIMETER FENGE CD ............... ............. < cr) co PAWINC-3 LOT ISSUED FOR: C'ki I Concept C�5 LANDINO POOL ISSUE DATE: 'H/03/98 C) .. ........ ........... DRAWN: sas ......... CHECKED: idunn PLOT DATE: 11/03/98 FILE: sk-2.dwg CU \/ERTIC^L 5c�AL]Et 1'=10.. JOB. No.; P-69-98 SCALF: As Shown site Sfte ggnMpj Plan CL co SK.2 01 1 F1 SITE SECTION DETAIL T 0- SCALL 1 '/-'0'—0 X-3.dwg 2 of 2 co CD r i _ 1 Fib ilvi lip M1 jp# Vp Bill. ', �� �� '•i ipgf � � � �`��i.i`tln:ilk i'.�4�'�[�i1' .r ` ��� iti 'Amp tip gm `ram �� �� i�` �,��. E�ll1l��;�f .; ��• -� ,! �.k::�..:._..:.::�! ;. �� ;!��I�����I��.:�J� - � / •�.,,. '� � ��;.:••,,�,,.;J � •:;illlfflEii�� � � •.alllfflEli� ��' JJ'� • I`�� . �ffflllllfllff► . . Elfflllllflpff+ ,' �`�J� ', � ���� r� wools r ru.. V 11 r � r err iSHEET 1 1 2 3 4 5 6 7 8 AQUATIC DEVELOPMENT GROUP T his or :wing is the property of Aquatic Builders, LTD, Cohoes, N.Y TI use of this document Is restnck-d to the conveyance of infor- mation; !n Customers or vendors of Aquatic E3uiiders. I-Id' Cohoes, NY which r�-serves all proprietary rights A hero,-',. No other use, duplication or repror_iu- t+on in whole or in part may RIVERSIDE WATER ATTRACTIONS EXPANSION be m:sc:,' of this document except upon It written consent of Aquatic Builders. Ltd. The information con- veyea I erein is intended exclusive- ly for t- protect identified by the OWNER: title blo k and receipt by the owner, architec t, engineer or contractor on this prci:;ct is evidence of their ac- � INC. cepta« a� to these condiiions of P REMIER PA K restric t• use � 11501 NORTHEAST EXPRESSWAY OKLAHOMA CITY, OKLAHOMA 73131 AQUATIC CONSULTANT: L AQUATIC BUILDERS, AN AQUATIC DEVELOPMENT GROUP COMPANY ONE AQUATIC CENTER P.O. BOX 648 COHOES, NEW YORK 12047 SHEET LEGEND a L U Z Q Q W cc a C 1 .G. 1 LEGEND o 2.A. 1 GENERAL PLAN o00000a00 2.A.2 GENERAL PLAN 2.A.3 SITE DETAILS 2.A.4 GRADING PLAN 2.C. 1 OVERALL UTILITY PLAN 2.C.2 WATER / SANITARY PLAN z00 2.C.3 STORM SYSTEM PLAN 2.C.4 SANITARY / WATER DETAILS D x na Z 2.C.5 STORM SYSTEM DETAILS Q � o �Y� 2 . E. 1 ELECTRICAL PLAN a' -r. 2 W., X x.2 3'. � :3 W O Q. Q4 Q. N 2. R. 1 SITE PIPING PLAN °_ 3.A. 1 FILTER / WAVE PLANT — LOWER LEVEL / FOUNDATION PLAN n 3.A.2 FILTER / WAVE PLANT — UPPER LEVEL / ROOF PLANS Q ° u � � a 3.A. 3 FILTER / WAVE PLANT — ROOF PLAN / DETAILS w p 3.A.4 FILTER / WAVE PLANT — SECTIONS W G E 3.A.5 FILTER / WAVE PLANT — ELEVATIONS _ -. CL Q U10 Uv P � v 4. R. 1 BEACH POOL — GENERAL PLAN Cn QOCr E 4. R.2 BEACH POOL — LAYOUT PLAN W Q �� 4.R.3 BEACH POOL — PIPING PLAN / DETAILS O� � � Qm o 4. R.4 BEACH POOL — DETAILS Q ■ e��Q� �CIF; W 40 5. R. 1 COASTER SLIDE LANDING POOL — PLAN & SECTIONS ' ° 6 N 5. R.2 COASTER SLIDE LANDING POOL — LAYOUT PLAN C3 ' '� 5. R.3 COASTER SLIDE LANDING POOL — PIPING PLAN 5. R.4 COASTER SLIDE LANDING POOL — ELEVATIONS / SECTIONS m 5. R.5 COASTER SLIDE LANDING POOL — DETAILS ISSUED FOR: ReVkM n, ISSUE DATE: 0 6. R. 1 TOT POOL — PLAN / SECTION 1/4/99 6. R.2 TOT POOL — DETAILS . DRAWN: tbr CHECKED: J. Dunn CmF 7.A. 1 PUMP HOUSE #4 — PLAN / SECTION 1�� ;�, PLOT DATE: 1/4/99 FILE: 1-G-1.DWG JOB. NO. P-69-98 V. SCALE: As Shown General 0Title Sheet C C> 07 i • ■ 1 Ol LD a 1of1 ti 1 2 3 4 5 - 6 7 8 AWATIC . GROUP . This drawing is the property of Aquatic Builders, LTD., Cohoes. NY The use of this document �s restricted to the conveyance of infor- mation to customers or vendors of Aquatic Builders. Ltd.. Cohoes, NY I f'-�--,,,'--I' , / �. It I �, %��, I..,�11 .1i . " ��% I ,.. �1. "'. . . . lk . which reserves all proprietary rights . -- . , , . I �/ '. I.." I, . .i., '.. i I; , - - , I;I v, , -_ . ., / \ I , i � I , 0 ", ___, � I `I It � I I 1. ,, '. J "I, \%/ I -,,... _,."-, / - _, , , /; I,�i�, - , .. I . ." " --.��,�, - � AI . . I i k 11 I. k _. r% / I, 14 I'All I 1, , ,!,.. � i ;k 1. _i "' -,.-.---.-' \ \ .. 1 " .N : - .... ., , , � I ,. . . 1. .� 1-1 ,I ) � % .// ; 1 - , 4 � hereto. No other use, dupkcation of A t �,.;�' 7, I \ ) / . \ i" IN ",�r. ."-";V . iii . i I _.r....T . , f,X ., "I -- . 1. . I - - 1 I . .1 reproduction in whole of in part may 11 \ I I - / 4 1 k" 11 It " / 1. ,- /. .., ,�� 0 .1 \ ,,, ..k, I I i - _j_..+ '.1�' - . . - . .1 " " / ""', .\ " . , I). ,-/ "11�__ .- ,;/ --l"", . . . I -,,, . , 1 I , %,,� ; � " ,S��,--:�- ,�-�, .,1;_., '. . 4il- ------------ ., L"'." '. ,I '. �, i " I .: I �e` , 1; , I. %& �� _ - � % I..... . i ._,�.,_TI '� I i .. : be made of this document except : . � '.00r ,I", ","I I ". .. -----1'/ / N_",, I _� " � \ $ . _1 .._- - .3 � � .,-- .r. _'.i� � � 1 ". ".� rl � " .. , ","I I.,I ","I I . %,.�, % lr \ ,,V� " 11 I 11 11 ��,. I �N, I." � I 11, __.1 -"/ -I.A.'".4 .. -! - ; *1 I t I ? . . I , I -�17."k 1 I- - " '. I 1. , " -.1 i I . ,:,--$. upon the written consent of Aquatic N 0* I, I, I I 1% � I I ---- -��-- / " I , .. I .. 1 -, " 1 . 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I " = 60'-O st - ___ X-02-01 .dwg . 1 of 3 - . ____-- ___ __ -___ _____ - . 1 2 3 4 5 6 7 8 AQUATIC DEVELOPMENT GROUP 2 'POPE B F,IIEI AR 0ect�, This drawng is the property of &*M oCc SPEED K Aquatic Builders, LTD, Cohoe,5, PIP 5 F fZO� 5L I DES X N.Y The use of this dorurnent is BARRIL-1 'fiTIO q.I restricted to the conveyance of infor- XL 41 Aquatic Builders, Ltd., Co hoes, NY 1-0 mation to customers or venclo(s of which reserves all proprietary rights 421.1�24 hereto. No othei use, duplication or % A 3 ROPE reproduction in whde or in part way �_-Un%-, 4, be made of this document except upon the written consent of Aquatic BARRI ER REFER TO FARKINO LOT PLANS ENTER PREPARED BY VH13 FOP, Mx % K WW -&.'; I PARKING LOT MODIFICATIONS Builders, Ltd. Tre information con- JO I NT RAP I I 1W veyed herein is intended exclusive- Ida, '17 0_;e VC ly for the project identified by the P TERN EXISTING FENCE TO BE REMOVED title block and receipt by the owner. X, REINSTALL AT NEW PERIMETER ['BY OWNER) LINE ...... ON 14:zM P_117t��41_b 4�� architect, engineof or contfactor on L SLIDE GOMPLEX (BY OWNER) this project is evidence of their ac- HAVE POO 1p,I p% .11, OF N )OL L S.N.L. 115.25' FS ceptance to these conditions of COASTER SLIDE LANDING POOL 110' FR FRONT restricted use. 5.A.L. � 1116,50' OF A155 EDGE PUMP HOUSE #4 HALL. 15'-0" HIDE CONCRETE ).F. ACCESS DRIVE HROF Y AGC DIVERSION TA333 FMI N6 E55 AND SERVICE AGGE55 INV.OUT 10q.08) FILTER BUILDING #2 NV.IN 10q.1 ....... Y,d W t7t::-T-r `-,_ I. f , E3 RLER ............. PI EFZ5SION TANK I 5 0 NV.OUT I Cq.0�5' 112.25' E I P R h PERIMETER FENGE - FILTER ORNAMENTAL IRON TO )E DEP/K MATGH EXISTINO :qdBUILDING ........ f. BEAGH POOL (N 1W r'.�v • &A 1 .775 X M", A, v ')H PA-F ........ y IJ 51 P.� • -7 �E\ DE�GK 0 . ................ .......... .......... ............... -- 5TAMPEE�) F,15H t\TE/FN �s > _V UJI • EXISTING EASMENT Cc LU C� THATCAE C).......... 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