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331-335 LAFAYETTE ST, 5-7,11 WEST AVE - PLANNING (2) a • __ , __ . - _..:s ..,�_� �31� 3a5 - - _ ., -.,, . A � __.._ � �'lc� '� Plant Schedule Qty lKey Botanical Name Common Name Size TREES: 4 ELM Ulmus americana 'Valley Forge' Valley Forge American Elm 3.5-4"cal 6 GIN Ginkgo biloba 'Autumn Gold' Autumn Gold Maidenhair Tree 3.5-4"cal 3 HB Betula nigra 'Heritage' Heritage Birch 12-14' 2 HL Gleditsia triacanthos 'Skyline' Honeylocust 3-3.5"cal 2 HRB Carpinus betulus 'Fasigiata' Pyramidal European Hornbeam 2.5-3"cal 2 RM Acer rubrum 'Red Sunset' Red Sunset Maple 3.5-4"cal 3 RO Quercus rubra Red Oak 3-3.5"cal 3 SCO Quercus coccinea Scarlet Oak 3-3.5"cal 4 BPJ Juniperus chinensis 'Blue Point' Blue Point Juniper 5-6' 5 CL Clethra alnifolia Sweet Pepper 18-24" 25 CO Cotoneaster dammeri 'Lowfast' Lowfast Cotoneaster 18-24" 47 COMP Comptonia peregrina Sweetfern 18-24" 191 EG Thuja occidentalis 'Smaragd' Emerald Green Arborvitae 6-7' 161 EY ITaxus baccata repandens English Spreading Yew 18-24" 33 GLS Rhus aromatica Gro-Low Gro-Low Sumac 18-24" 1 HCJ IJuniperus chinensis 'Hetz Columnar Hetz Columna Juniper ry p 5-6' 6 HH I Ilex crenata 'Helleri' Hellers Japanese Holly 18-24" 16 IG I Ilex glabra 'Shamrock' Shamrock Inkberry 2-2.5' 5 MIC I Microbiota decussata Siberian Carpet Cypress 18-24" 15 PAV IThuja occidentalis 'Pyramidalis' Pryramidal Arborvitae 6-7' 13 RTD Comus alba 'Elegantissima' Varigated Red Twig Dogwood 2-3' 5 VI Viburnum plicatum 'Mariesi' Doublefile Viburnum 2-3' 3 VY Taxus media 'Viridis' Narrow Upright Yew 4-5' 10 AND Andromeda polifolia Bog Rosemary 1gal 86 FG Pennisetum alopecuriodes Fountain Grass 1gal 7 PAN Panicum virgatum Switch Grass 1gal 10 VIR Iris pallida Variegated Iris 1gal Providence@ MicroCoreTM Medium Housing PROV I TYPE FEATURES • DLC Qualified 0-10V dimming ready • Reliable,uniform,glare free illumination Integral surge suppression • Types II,III, IV,V and custom LifeShieldnA thermal protection distributions 13 standard powder coat finishes • 3000K,4000K,5000K CCT SPECIFICATIONS %475mm • Diameter: 18.7'/475 mm • Height:31.5"/800 mm • Weight:291bs • EPA:0.96 • IP Rating:65 31.5'/800mm .IOUsrlda ORDERING INFORMATION MODEL 1 2 3 4 5 6 7 PROV Light Engine CCT Drive Current Color Options Controls Mounting 1. LIGHT ENGINE 5. OPTIONS 7. MOUNTING MicroCore Precision aimed optics SPK(Decombve spike) Standard configuration slips over a 4"DIA open T2-32LED BPS(Stmis painted brass) top pole or may choose one. T3-32LED LDL(Lightly diffused lens) Wall Mount Arm T4-32LED CLR(Clear flat lens) WMA7 WMA57 T5-32LED HSS(House Side shield for Type 4) WMA55 WMA9U TL-32LED PFN(Finialpainledbrass) WMA56 WMA22U TR-32LED EPA-C(Egress-Contemporary) Pale Mount Arm 2. COLOR TEMPERATURE EPA-T(Egress-Traditional) TRA5U-4 SLA1 3K 4K SK PT23(Slips OverA1318'OD Tenon) TRA6U-4 SLA1-2 PT3(Slips OverA 3'OD Tenon) TRA55 SLABU-4 TRA55-5 SLABU-5 3. DRIVE CURRENT 6. CONTROL TRA56 SLA22U-4 700 450 PCA-C(Rotatablephotocell-Contemporary) TRA57-4 SLA22U-5 PCA-T(Rotatable photocell-Traditional) TRA57-5 4. COLOR E!iqr Mount SCP(Sensor Control Programmable)pole PM1 PM2 PM3 WH Arctic White VBU Verde Blue accessory is available to provide occupancy BL Black CRT Conten detection for outdoor applications meeting Option BLT Malle Black MAL Matte Aluminum California Title 24.For complete spec sheet AD5 DB Dark Bronze MG Medium Grey and ordering information,visit w vaal.net/ DGN Dark Green AGN Antique Green products/sensor control programmable/ TT Titanium LG Light Grey WDB Weathered Bronze RAL Premium Color MDB Bronze Metallic CUSTOM"Contact Factory ARCHITECTURAL AREA LIGHTING 16555 East Gale Ave. I City of Industry I CA 91745 JOB 8Yd11�CGtllCHl P626,968.5666 1 F626.369.2695 1 www.aal.net TYPE arealighting Copyright O 2014 Rev 2.15 NOTES 1 I v�.aaaawv ,•uu � vaaaavl.a� a usa. a va .! ..y BelmuroT" Wall Character of natural stone with affordability of concrete Available in Umbriano(R)finish, BelmuroT Wall will easily complement or harmonize with your paver choice.Natural Stone or Ledgestone' coping are perfect design partners. e E 'KKKa J r s 1� { S • Colors -i S Autumn Sunset Midnight Sky ~l Summer Wheat Winter Marvel Shapes & Sizes w l .. // `1 , / 1 / . \/1 1 1\/fl /, I/.l•1/1/11 / u..aaaauav .,u a I wua�..a� a ug.. c va -i Full Unit Half Unit Comer Unit Half Comer Unit 50.5 cm x 25,2 cm x 16.5 25.2 cm x 25.2 om x 16.5 50.5 cm x 25.2 cm x 16.5 25.2 cm x 25.2 cm x 16.5 cm cm cm cm 19.75"x9.75"x6.5" 9.75'x9.75"x6.5" 19.75"x 9.75"x 6.5" 9.75"x9.75"x6.5" Features Technologies ColorFuslon74 Technology Random surface colour for a natural granite-like appearance. EasyCleanTM Stain Resistance An integral surface protection that allows for easier cleanup of spills when they happen,and before a stain can develop. EnduraColorTM Plus EnduraColor Plus is the defining difference when it comes to superior wear resistance and color longevity.EnduraColor Plus is not a coating or secondary treatment,but rather a proprietary blended layer of nature's highest performing minerals(which never fade)that have been embedded right Into the surface of each stone during the manufacturing process.This ensures that the surface will not fade,crack,peel or delaminate,and the beauty of your project will last a lifetime. Applications Gardens Pillars Seat Walls Steps Surface Texture Smooth-Zero Bevel Patterns No records found. uwaaauav ��u a I wuav�.a� a us„ -. va r Packaging Unit Thickness Sq.Ft Layer Layers Bndl. Lbs Bndl. Units and]. Full Unit 16.5 0.00 2 1503 24 Half Unit 16.5 0.00 1 747 24 Comer Unit 16.5 0.00 2 1741 24 Half Comer Unit 16.5 0.00 1 985 24 Additional BelmuroT" Wall Information Sold in full bundles only and is produced and sold on a required,refundable skid. The Belmuro blocks are factory-produced concrete elements featuring two chambers arranged in a row.Any wall over 39"in height may be subject to permit requirements and engineering analysis.Always consult with your local authorities before beginning your project. Important Information B All measurements are nominal Calors,product date,and availability are subject to change without notice.Please confine all details with your local Unilock Dealer or call 1-800-UNILOCK(1-800-864.5625)for availability in your area.The colors shown should only be used as a guide.Final color selections should always be made from actual samples. � ., ii •r i i � � in � ern n � inn,nn� � 11V11LL11LLJ4VllY I VL111VY1\ 1 YSY L Vl l HollandstoneTM A versatile paver with a wide range of color options I With its vride range of colors, Hollandstone is a favorite for many because of the design flexibility it provides.Available in one size this paver can be laid in various patterns. r S II LIN 1' r F j I � 7r �i e. ye•l X i� :l�'� �y �y�j qq rd w ° Colors H , . w .'• i r Autumn Red Charcoal Prairie Red r x,. M w , x ; I � River Rustic Red Sierra ' aavaa.uauuwur � v,uav,.a� a u��. v va-r Shapes & Sizes r e� 4 444444 �' I Standard Heavy Duty 20 cmx 10 cm x Scm 20 cm x 10 cm x 8cm 7.75"x 3.75"x 2.25" 7.75"x 3.75'x 3" Design Combinations The finishing touches to your probed lies in the / J exceptional borders and accents that you incorporate into your landscape features. looking for more options . ` 7.,• ��`.. ; the pictures featured on the right?Create your own ' design combinations by clicking the button below! •"" `— - -..c Create Yaur Own a P""•� �..� +con 66 � tk I a waau,a,suwu�. I vaaia�,.a� a u�j" .i �a� Features Applications Borders&Accents Commercial Vehicular Pedestrian Residential Vehicular Surface Texture Standard Patterns Hollandstone B Hollandstone C Hollandstone D Standard(100%) Standard(100%) Standard(100%) 11V L1WLVJLVLIY V1111VV1� 1 UGi.V � VL T Packaging Unit Sq.FL Sq.Ft. Layers Ln Ft Bndl. Units Lbs Lbs Units Thickness Bndl. Layer Bndl. Soldier Sq.Ft. Bndl. Sec. Bndl. Standard 6 117.9 11.79 10 177.2 4.58 3065 511 540 Heavy Duty 8 82.5 11.79 7 124 4.58 2960 493 378 Important Information Hollandstone is a very popular value paver. The simple lines and patterns make it easy to work with.Add a special look to Hollandstone by incorporating Unigranite or Series 3000 banding and insets. Base Requirement&Bedding Course—standard paver base specification. Handling and installation—A protective pad Is required when doing the final paver compaction Both herringbone and linear patterns are common. Jointing Material and Joint Stabilization Good: ordinary dU joint sand - Best:Any Polymeric Sand or ordinary dr(joint sand stabilized by a water-based or solvent-based joint sand stabilizer sealer. Important:squeegee water from surface during polymeric sand activation to prevent a white residue fromforming. Special Note:Use Alliance Gator Max Polymeric Sand(overlays) Sealers • Product may be sealed but it is not absolutely required • Unilock Unicare,Surebond, BP Pro and Techniseal sealers can be used. = Select type for desired aesthetics. • Product must be cleaned before sealing Cleaners—Any paver cleaner may be used for color restoration or general cleaning.Follow manufacturer's dilution rales and application procedures. 8 All measurements are nominal Colors,product date,and availability are subject to change without notice.Please confirm all details with your local Unilock Dealer or call 1-800-UNILOCK(1-800-864-5625)for availability in your area.The colors shown should only be used as a guide.Final color selections should always be made from actual samples. r .. n •r i r k r � n n � rn n •rnnrnn� � 1 Color Selection Chart A-312.17 9 'U'llul BIR P1 lJ1 ADMIXTURES for Color-Conditioned® Concrete r Add strength and beauty to both vertical and horizontal tl construction projects with CHROMIX Admixtures.The f reliable,nonfading and C-31 Shadow Slate' 5238 Sunbaked Clay C-22 Coral Red C-26 Antique Cork consistent coloring admixtures for cast-in-place and precast concrete have been proven to stand the test of time. 91 •' " Available in two convenient 6 7 forms: ■ CHROMIX 12(powdered) i, 6 ■ CHROMIX L(liquid)available - -- throughselectedready-mix K-218.8 Landmarks Gray am Winter Beige C-32 Quarry Rud 5234 Summer Beige suppliers and distributors in buckets and totes The most popular colors are 1� d; shown on this color chart. More s} than 800 color formulations are readily available,in addition to i our custom matching service. Beauty, Durability and Value 1266 Cool Grey 0288 Autumn Beige 5059 Sorrento Red - 5130 Spring Beige CHROMIX Admixtures provide streak-free color-conditioning and performance characteristics superior to concrete colored with raw pigments. LITHOCHROME®Colorwax-and COLORCUREO Concrete Sealer - are available in matching colors. SCOFIELDm Texturetop®is C-14 French Gray C-20 limestone C-27 Westwood Brown C-15 Coachella Sand also available in colors to approximate those shown. Review Tech-Data Bulletins " and MSDS before use. Wait www.scofield.com for the most current versions. C-24 Charcoal C-25 Sombrero Buff 1017 Barcelona Brown C-11 Oesen Sand a C-34 Dark Gray C-12 Mesa Beige 1010 Brownstone C-21 Adobe Tan "Shadow Slate is only available in CHROMIX P(powdered)form. Calors shown approximate the color of broom-finished concrete flatwork made with a medium-gray cement and cured ® with LITHOCHROME Colorwax or COLORCURE Concrete Sealer in the matching color.Concrete not so cured will have SELO. less brilliance. Concrete should be batched and placed in accordance with Tach-Data Bulletins. SYSTEMSConcrete color is altered by many factors,including cement and aggregate color,slump,finishing practices,and curing method.Using the contemplated materiels and construction techniques,representative samples should be cast for www.5cofield.cottt approval,especially when exact color matching is important. L.M.Scofield Company 1 900 600 9900 OL.M.Scofl dCompany Rete-All deM1a moerveJ.CHROMIx,COLORCURE.Lm10CHROME,SCOFIELD,®, FOR PROFESSIONAL USE ONLY W.'ConJifioneU,Colpreex,a rd Twtl retop ere treaemerks of L M.scofiela Cpmpeny. SA CP. Hanover@ Prest Pavers and Asphalt Block have been infused with clam shells to create the Chesapeake Collection.A range of coastal inspired colors is available, as well as multiple sizes and a variety of textures.The addition of recycled clam shells boosts the recycled content of. Percentage of recycled content is based on the recycled materials used and varies for each color. CHESAPEAKE: • • RESTO PAVER COLORS GROUN6TUDOW'FINISH 0.-.� Matrix #2988 Matrix#3009 Matrix#3370 Matrix#3371 Matrix#3372 Matrix#3373 Matrix#3374 Matrix#3375 "•E .1 a xc .e 4j E, Matrix#3376 Matrix#3377 Matrix#3378 Matrix#3379 CHESAPEAKE COLLECTION ASPHALT BLOCK COLORS �(4 r 4� A80044 A80044 A80045 A80045 A80046 A80046 A80047 A80047 Ground Finish Ground Tudor" Ground Finish Ground TudorAO Ground Finish Ground Tudor® Ground Finish Ground Tudor® Finish Finish Finish Finish PLEASE NOTE: Additional custom blending is available on special order JNOVIF I ® when quantities permit. The color photos shown were prepared with Ir'—fl great concern for accuracy.However,it is suggested that actual samples be requested before specifying. Due to the natural variance of the raw materials used,products can be expected to differ slightly from sample to Architectural Products actual product.It is recommended that the products be cleaned after the installation is finished.Contact our representatives for product suggestions. 5000 Hanover Road,Hanover,PA 17331 717.637.0500 • fax 717.637.7145 @1921-201e HanoverNArchlrectural Productswww.hanoverpavers.com TYPE P3,P4 and P41D I ALN445 — Towne Commons®LED TYPE All • Energy Saving LED technology Surge protection included Cast aluminum struts • Reliable efficient operation Wide variety of custom mounting options DLC pending • Type 2,3,4,5 distributions including post-top,wall mount or pole . Available in 3000K,4000K and 5000K • 0-10V dimming ready mount arm . Powder coat finish in 13 standard • LifeShield®protection system IP66 construction of optical system colors with polymer sealer 7 ALN445 1,LUMINAIRE 2.DISTRIBUTION 3.COLOR TEMP 4.DRIVER 5.COLOR 6.OPTIONS 7.CONTROL 8.MOUNTING ALN 445 1. LUMINAIRE 7. CONTROL SPECIFICATIONS ARM OR POST TOP MOUNT PCA-C(Contemporatyphctocelladapter,neither Wall Mount) HOUSING ALN 445 (T p p ) Luminaire shall be cast A356 allay aluminum,free PCA-T raditiorrel hotocell oda ter,not for Wall Mount TOP MOUNTED ARM OR PENDANT MOUNT o of an porosity ALN 445D SC. (Sensor Control Programmable)pole accessory is Y P y or cosmetic fillers.Castings shall available to provide occupancy detection for outdoor be of uniform wall thickness,minimum.188 inch applications meeting California Title 24.For complete with no warping or mold shifting. 2. DISTRIBUTION spec sheet and ordering information,visit www.aal net/ The tap cap shall hinge open by loosening two Y2(Type 2) Products1sonsor Products/soncontrol roore enable/ captive fasteners.The top shall seal the lamp E compartment with a continuous silicone gasket.Y3(Type3) TYPE P3 S. MOUNTING The lens shall be one-piece clear optical grade Y4(TYPa4) TYPE P4 and P4D WALL MOUNT acrylic with a one-piece memory retentive silicone Y5(Type5) ALN445 gasket on top and bottom.The LED and driver WMA1M WMAX WMA3 WMA35U assembly shall be serviceable by backing out WMA36U WMA55 WMA56 WMA57 three thumb screws to allow for the light engine to 3. COLOR TEMPERATURE WMA7 WMA9U WMA22U be lifted out.Quick disconnects shall be used for 132LED-3K(Warm While,3000Koutput) ALN4450 all electrical connections. 32LED-4K(Neutral White,4000K output) WMA3WMA2L WMA37 WMA38 All internal and external hardware shall be 32LED-5K(Bright White,5000Koulpul) WMA39 WMA4 WMA6 WMAB stainless steel. WMA9D WMA10 WMA1l WMA12 OPTICAL MODULE 4. DRIVER(120 thru 277 volt) WMA16 WMA17 WMA18 WMA22D The optical assembly shall be completely sealed L700(700mA drive current, 75 watts) POLE MOUNT(4°O D or5"O D side mount) with a one piece injection molded silicone gasket ALN445 to prevent dust,insect or moisture contamination. TRA1M TRA3 -TRATCI—] TRA55 The optical array shall consist of high brightness 5. COLOR TRA56(4"only) TRA57 TRA59U SLA8U light emitting diodes mounted to a printed metal WH Arctic White VBU Venda Blue SLA22U circuit board with precision injection molded LA N445D optically clear lenses discretely coupled to �BL Black CRT Cohen TRA2M TRA2L SLA3(4"only) each individual diode.The printed circuit board BLT Matte Black MAL Matte Aluminum SLA8D SLA22D assembly shall have a uniform conformal coating DB Dark Bronze MG Medium Grey POLE MOUNT lion Mount Arm) with the exception of the optical output lens at DGN Dark Green AGN Antique Green each diode and be mechanically fastened to an TT Titanium LG Light Grey ALN445 anodized die-cast aluminum heat sink.Standard WDB Weathered Bronze RAL Premium Color SLA1 SLA1-2 color temperatures shall be 3000K,4000K and MOB Bronze Metallic CUSTOM"Conlacl Factory ALN445D 5000K. TRA4 TEAT TRA7-2 TRA6 TRA9 TRA9-2 Si SLA4-2 6. OPTIONS SLAT SLA7-2 SLAB SLA9-2 CHM(Glass chimney withpolishedbrass holder) SLA10 SLA10-2t SLA16 SLA16-2 FIND(3-lamp candelabra withpolishedbrass holder,lampsincluded. SLA17 SLA17-2 SLA18 SLA18-2 For decorative use only) PIER MOUNT LDL(Lightly diffused lens) PM1 PM2 PM3 SBL(Sandblast diffused lens) [HSS-L House sideshield for use with clear lens only,consists offhree field installedpanels attached to the inside other lens.Installing three panels blocks 1800 of the lens) MAT(Mastarm adatchuslips overs 23/8'160mm 0.0,pipe and is secured with 4stainfess steel set screws.ForAN4450 only) PMS(Pendantmount with 48'11220mm stem and canorywith swivel ForAN4450orry) PMC(Pendant kit includes ca ropyand 48'11220mm of brass chain See next page painted the fixture color.For ALN4450 only.) PT4(Post top adaptor lora 41100mm 00 pole) JOB TYPE NOTES ARCHITECTURAL AREA LIGHTING a/rchiftectura'_ 16555 East Gale Ave. I City of Industry I CA 91745 arealighting P626,968.5666 1 F626.369.2695 1 www.aal.net Copyright©2012 1 Rev 2.15 1 1 1 ALN445 - Towne Commons®LED I TYPE ELECTRICAL DIMENSIONS All Luminaires shall accept 120 thru 277 volt input and have integral surge protection.Drivers shall be ILL recognized and have a 0-I0v dimming interface with a dimming range of 10-100%.Approved dimmers include Lutron Diva AVTV, Lutron Nova NFTV and NTFTV.(Note:not compatible with current sourcing dimmers).Consult factory for current list of known compatible dimming systems.LifeShield'"shall ALN445 ALN445D be provided with all configurations for added protection in HEIGHT:36"/915mm HEIGHT:31"/800mrn extreme temperature environments(-30°C to 60-C).The LENGTH:22"/560mm LENGTH:22"/560mm electrical assembly shall be mounted to a serviceable tray. WIDTH:22y560mm WIDTH:22"/560mm The surge protector shall be U.L.recognized and have a WEIGHT:52 Ws. WEIGHT:48 lbs. surge current rating of 10,000 Amps using the industry EPA:3.45 EPA:3.45 standard 8/20uSec wave with a clamping voltage of 320V ALN445 ALN445D and surge rating of 372J.The surge protector case shall be a high-temperature,flame resistant plastic enclosure. The electrical assembly shall be installed and prewired in PERFORMANCE DATA(32 LEDS,700 MA DRIVE CURRENT,75 WATTS) the fixture. TYPE LENS SK I 4K 3K CONTROLS LUMENS LPW B U G LUMENS LPW B U G LUMENS LPW B U G V2 R4729 72 2 3 3 5156 69 2 2 3 4016 54 1 3 2 SCP shall have an integral surge protection device Y3 70 2 3 2 4975 MA � 2 3875 52 1 3 2 With a currentt rating of 10,000 Amps Using the V4 CLEAR76 1 3 3 5449 3 4245 57 1 3 2 industry standard 8/20uSec wave and sure rating Y5 69 3 3 3 4945 2 3809 51 2 3 2 of 372J V2 69 2 4 3 4902 3 3818 51 1 3 3 V3 66 1 4 3 4716 3 3674 49 1 3 3 Sensor not intended for use with additional photo- V4 LDL73 1 4 3 5176 3 4032 54 1 4 3 control,wireless control or dimming systems. Y5 65 2 4 3 4685 3 3610 48 2 3 3 SERVICING Y2 63 2 4 3 4492 3 3499 47 1 4 3 Y3 61 1 4 3 4327 3 3370 45 1 4 2 The top of the fixture shall hinge open for relamping by 4 SBL67 1 4 3 4754 4 3 3703 49 1 4 3 loosening two stainless steel fasteners. Y5 60 2 4 3 4292 4 3 3310 44 1 4 2 MOUNTING Post top mounting:The fixture shall slip over a 5'/127mm ALN44643-32LED-51ii WATTAGE 75 LUMEN OUTPUT:5237 EFFICACY:701 O.O.pole or tenon and be secured to the pole with three for six)stainless steel set screws. S2 U3 G2 UPLIGHT 0% Arm or wall mounting:The fixture shall he attached 10 the FORWARD LIGHT LUMEN OOWNLIGHT 100% cast arm with three stainless steel bolts and a silicone FL 30° 2.4% 124.3 gasket. FM 60° 34.5% 1804.4 - FH 800 29.1% 1523.6 FINISH FVH 900 3.1% 163.2 Fixture finish shall consist of afive stage pretreatment BACK LIGHT regimen with a polymer primer sealer,oven dry off and BL 300 1.7% 90.7 + top coated with a thermoset super TGIC polyester powder BM 60° 12.1% 631.5 coat finish.The finish shall meet the AAMA 2604-02 BH 80° 11.1% 582.8 performance specification which includes passing a 3000 BVH 900 2.5% 133.1 hour salt spraytest for corrosion resistance. UPLIGHT CERTIFICATION UL 100° 1.0% 54.3 UH 1800 2.5% 129.2 Fixtures shell be listed with ETL for outdoor,wet location 14'MOUNTING HEIGHT use,conforming to the UL 1598 and Canadian CSA 22.2 no.250 standard.IP54. ALN445•YS-32LED-SK-700 WATTAGE:74.9 LUMEN OUTPUT:5183 EFFICACY:69 Lni WARRANTY/TERMS AND CONDITIONS OF SALE 133 U3 G3 Download: FORWARD LIGHT LUMEN UPUGHTO% I t/wwa.hubbelll'ghting-com/resources/warranty DOWNLIGHT 100% FL 300 1.9% 96.7 FM 600 16.2% 839.4 - AALreser✓es therightfa changeptoductspecilicitions wilhoutnotice. FH 80° 25.8% 1336.3 - FVH 90° 4.4% 228.3 BACK LIGHT BL 300 1.9% 96.7 BM 600 16.2% 839.4 PROJECTED LUMEN MAINTENANCE BH 800 25.8% 1336.3 AMBIENT 0 25,000 50,000 'TM-21-111100,000 PROJECTED BVH 90° 4.4% 228.3 TEMP. 60,000 UO HRS UPLIGHT 25°G 100/ 95% 93% 92% B9% >60,000 UL 100° 7.6% 82.2 1/'MOUNTING HEIGHT 77°F UH 180° 1.9% 99.0 40°C/ 100% 94% 91% 90% 85% >60,000 104 F IES files can be found at wwwaal.net ARCHITECTURAL AREA LIGHTING architectural 16555 East Gale Ave. I City of Industry I CA 91745 arealighting P626.968.5666 I F626.369.2695 I www.aal.net Copyright©2012 I Rev 2.15 1 2 1 TYPE: W4L and WK ALN440 — Towne Commons®LE® I TYPE • Energy Saving LED technology • Wide variety of custom mounting options • Available in 3000K,4000K and 5000K • Reliable efficient operation including post-top,wall mount or pole . Powder coat finish in 13 standard • Type 2,3,4,5 distributions mount arm colors with polymer sealer • 0-10V dimming ready • IP66 construction of optical system • LifeShieide protection system • Cast aluminum struts • Surge protection included • DLC pending ALN440 1.LUMINAIRE 2.DISTRIBUTION 3.COLOR TEMP 4.DRIVER 5.COLOR 6.OPTIONS 7.CONTROL 8.MOUNTING ALN 440 1. LUMINAIRE T. CONTROL SPECIFICATIONS ARM O1 "1 PCA-C(Contemporary photocell adapter,not for Wall HOUSING ALN 440 Mount) i(Traditional photocell adapter,not for Wall Luminaire shall be cast A356 alloy aluminum,free TOP MOUNTED ARMOR PENDANT MOUNT t of any porosity or cosmetic fillers.Castings shall ALN 440D Moun) be of uniform wall thickness,minimum.188 inch SCP(Sensor Control Programmable)pole accessory is with no warping or mold shifting, available to provide occupancy detection for outdoor 2. DISTRIBUTION The top cap shall hinge open by loosening two Y2(Type 2) applications meeting California Title 24.For complete captive fasteners.The top shall seal the lamp spec sheet and ordering information,visit www.aa/.net/ compartment with a continuous silicone gasket, products/sensor control probe mmable/ The lens shall be one-piece clear optical grade V4(Type 4) W4L Only acrylic with a one-piece memory retentive silicone VS(Type 5) W5L ODIy gasket on top and bottom,The LED and driver assembly shall be serviceable by backing out 6. MOUNTING three thumb screws to allow for the light engine to 3. COLOR TEMPERATURE WALL MOUNT be lifted out.Quick disconnects shall be used for C32LED-3K(Warm White,3000K output ALN440 all electrical connections. 32 -4K(Neutra rte,4000K output WMA1M WMA1L WMA3 WMA35U All internal and external hardware shall be 32LED-5K(Bright White,5000K output) CMA3fiU WMA55 WMA66 WMA57 stainless steel. WMA7 WMA9U WMA22U OPTICAL MODULE 4. DRIVER(120 thru 277 volt ALN440Q The optical assembly shall be completely sealed Wi WMA2L WMA37 WMA38 with a one piece injection molded silicone gasket C 700(700mA drive current,75 watts) WMA39 WMA4 WMA6 WMA8 to prevent dust,insect or moisture contamination. WMA90 WMA10 WMA11 WMA12 The optical array shall consist of high brightness 5. COLOR WMA16 WMA17 WMA18 WMA22D light emitting diodes mounted to a printed metal circuit board with precision injection molded VBU Verde Blue POLE MOUNT optically clear lenses discretely coupled to C BL BWck CRT CohanPost Too Mount:(Standard) each individual diode.The printed circuit board assembly shall have a uniform conformal coating —Bt`P—Malfe-B MAL MatleAluminum The fixture shell slip over a AT 00mm O.D.pole or with the exception of the optical output lens at DB Dark Bronze MG Medium Grey tenon and be secured to the pole with three(or six) each diode and be mechanically fastened to an DGN Dark Green AGN Antique Green stainless steel set screws. anodized die-cast aluminum heat sink.Standard TT Titanium LG Light Grey Pole Side Mount (4"O D ors"O D side mount color temperatures shall be 3000K,4000K and WDB Weathered Bronze RAL Premium Color ALN440 5000K, MOB Bronze Metallic CUSTOM"ContaclFacrory TRA1M TRA3 TRA5U TRA55 ELECTRICAL TRA56(4"only) TRA57 TRA59U SLA8U All Luminaires ahall accept 120 thru 277 volt 6. OPTIONS SLA22U input and have integral surge protection.Drivers CHM(Glass chimney with polished brass holder) ALN440D shalt be U.L recognized and have a 0-10v CND(3-lamp candelabra with polished brass holder, TRA2M TRA2L SLA3(4"only)SLABD dimming interface with a dimming range of 10- lamps Included.For decorative use only) SLA220 100%.Approved dimmers include Lutron Diva Pale Too Mount Ann AVTV,Lutron Nova NFTV and NTFTV.(Note: LDL(Lightly diffused lana) not compatible with current sourcing dimmers). SBL(Sandblast side shield, lens) ALAI Consult factory for current list of known compatible HSS-L(House side shield,consists of three field installed SLA1 SLAC-2 dimming systems.LifeShieldT"shall be provided panels attached to the inside of the lens.Installing ALN440D with all configurations for added protection in three panels blocks 180"of the lens) TRA4 TRA7 TRA7-2 TRAB extreme temperature environments(-30°C to MAT(Mast arm adapter slips over a 23/8"/60mm O D. TRA9 TRA9-2 SLA4 SLA4-2 60°C).The electrical assembly shall be mounted pipe and is secured with 4 stainless steel setscrews. SLAT SLA7-2 SLA9 SLA9-2 to a serviceable tray.The surge protector shall For ALN440D only.) SLA10 SLA10-2 SLA16 SLA16-2 be U.L.recognized and have a aur ge current PMS(Pendant mount with 48"112201 stem and SLA17 SLA17-2 SLA18 SLA18-2 rating of 10,000 Amps using the industry standard canopy with swivel For ALN440D only.) PIER MOUNT See next page PMC(Pendant kit includes canopy and 48"11220MM of PM1 PM2 PM3 brass chain painted the fixture color.For ALN440D Visit www.aal.net for Arens.Poles B Accessories JOB only.) Specification Gude PT5(Post top adaptor for a 5%727mm O.O.pole) TYPE NOTES ARCHITECTURAL AREA LIGHTING architectural 16555 East Gale Ave. I City of Industry I CA 91745 arealighting P 626.968.5666 1 F 626.369.2695 1 wwweal.net Copyright®2012 I Rev 2.15 1 1 1 ALN440 - Towne Commons®LED I TYPE 8/20uSec wave with a clamping voltage of 320V and DIMENSIONS surge rating of 372J.The surge protector case shall be a high-temperature,flame resistant plastic enclosure.The MiL electrical assembly shall be installed and prewired in the fixture.rag.'-. °niniLO"" ALN440 ALN4400 T wokr HEIGHT;31"/790mm HEIGHT:26"/660mm s,'- n LENGTH:18'/460mm - LENGTH:18'/460mm WIDTH.'18"/460mm WIDTH:187460mm WEIGHT:40 Ids. WEIGHT:35 Ids. EPA:2.60 EPA:2.59 CONTROLS ALN440 ALN440D SCP shall have an integral surge protection device with a currentt rating of 10,000 Amps using the PERFORMANCE DATA(32 LEDS,700 MA DRIVE CURRENT,75 WATTS) industry standard 8/20uS6C wave and sure rating TYPE LENS SK4K 3K of 372J LUMENS LPW S U G LUMENS LPW B U G LUMENS LPW B U G Sensor not intended for use with additional photo- Y2 5427 72 2 3 3 5156 68 2 2 3 4016 54 1 3 2 Control,wireless control or dimming Systems. y3 5237 70 2 3 2 4875 66 2 3 2 3875 52 1 3 2 SERVICING Y4 CLEAR 5736 76 1 3 3 5449 73 1 3 3 4245 57 1 3 2 The top of the fixture shall hinge open for relamping by Y5 5183 68 3 3 3 4945 66 3 3 2 3809 51 2 3 2 loosening two stainless steel fasteners. Y2 5160 69 2 4 3 4902 65 2 4 3 3818 51 1 3 3 Y3 4864 66 1 4 3 4716 63 1 4 3 3674 49 1 3 3 MOUNTING Y4 LDL 5448 73 1 4 3 5176 69 1 4 3 4032 54 1 4 3 Post top mounting:The fixture shall Slip Dver a 4"/100mm Y5 4901 65 2 4 3 4685 62 2 4 3 3610 48 2 3 3 O.D.pole or tenon and be secured to the pole with three(or Y2 4728 63 2 4 3 4492 60 1 4 3 3488 47 i 4 3 six)stainless steel set screws. V3 SBL 4554 61 1 4 3 4327 58 1 4 3 3370 45 1 4 2 Y4 5004 67 1 4 3 4754 63 1 4 3 3703 49 1 4 3 Armor wall mounting:The fixture shall be attached to the Y5 4489 60 2 4 3 4292 57 2 4 3 3310 44 1 4 2 cast arm with three stainless steel bolts and a silicone gasket. FINISH ALN440-Y3-32LED•SK-700 WATTAGE:75 LUMEN OUTPUT:5237 EFFICACY:70 Lm/W Fixture finish shall consist of a five stage pretreatment B2 U3 G2 ++ UPLIGHT 0% regimen with a polymer primer sealer,oven dry off and FORWARD LIGHT LUMEN 1 k DOWNLIGHT 100% top coated with a thermoset super TGIC polyester powder FL 30° 2.4% 124.3 1 coat finish.The finish shall meetthe AAMA 2604-02 FM 600 34.5% 1804.4 performance specification which includes passing a 3000 FH 80° 29.1% 1523.6 hour salt spray test for corrosion resistance. FVH 90° 3.1% 163.2 CERTIFICATION BACKLIGHT `�- Fixtures shall be listed with ETL for outdoor,wet location BL 30° 1.7% 90.7 use,conforming to the UL 1598 and Canadian CSA 22.2 SM 60° 12.1% 631.5 no.250 standard.IP54. BH 800 11.1% 582.8 BVH 80° 2.5% 133.1 WARRANTY/TERMS AND CONDITIONS OF SALE UPLIGHT 77 jam' Download: UL 100° 1.0% 54.3 4 T I htte://www.huhbelllig t'ngcom/rcaomec/ arrenty/ UH 1800 2.5% 129.2 I I I 14'MOUNTING HEIGHT ALN440-YS-32LED-SK-700 WATTAGE:74.9 LUMEN OUTPUT:5183 EFFICACY:69 Lm/W B3 U3 G3 FORWARD LIGHT LUMEN I ( UPUGHT0% FL 300 1.9% 96.7 DOWNLIGHi 100% FM 60° 16.2% 839.4 "' �'`�- -� FH 80° 25.8% 1336.3 1 FVH 900 4.4% 228.3 1 _ BACK LIGHT AAL reserves the rightlo changepraducfspwificalions without notice. BL 30° 1.9% 96.7 I i BM 60" 16.2% 839.4 - PROJECTED LUMEN MAINTENANCE BH 800 25.8% 1336.3 AMBIENT 0 25,000 50.000 `TM-21-11 100,000 PROJECTED BVH g0° 4.4% 228.3 , TEMP/ 60,000 L70(HRS)25' UPLIGHT , t ` 77°F 100% 95% 83% 92% 89% '60.000 UL 100° 1.6% 82.2 I ! 14'MOUNTING HEIGHT 40°C/ UH 160° 1.9% 99.0 104°F 100% 94Y0 81% 90% 85% '60,000 IES files can be found at www.aal.net ARCHITECTURAL AREA LIGHTING architectural 16555 East Gale.Ave. I City of Industry I CA 91745 arealighting 1626,968.5666 1 F 626.369.2695 1 www.aal.net Copyright b 2012 I Rev 2.15 1 2 1 Wall mount and post mount arms Period Arms DATE TYPE PAGE 17 OF 32 FRA 5U LBS. EPA: .62 The arm shall be one piece cast aluminum construction.The arm shall be 19 in prewired with a quick connector for easy installation. IF— 4813 mm > The arm shall have a cast aluminum fitter welded to the top of the arm(s) for attaching the fixture. The fixture shall be mounted with three stainless steel bolts through the top of the arm fitter into the fixture. The T C)� attachment point shall have a silicone pad for sealing the fixture to arm 18 in connection. 457mm The arm shall bolt to a 4"1100mm diameter pole. Note: Fixture type and mounting orientation will determine size of arm tail. TRA 6U WEIGHT: 9 LBS. EPA, .62 The arm shall be one piece cast aluminum construction.The arm shall be prewired with a quick connector for easy installation. F— 1s in 4813 mm The arm shall have a cast aluminum fitter welded to the top of the arm(s) for attaching the fixture. The fixture shall be mounted with three stainless steel bolts through the top of the arm fitter into the fixture. The attachment point shall have a silicone pad for sealing the fixture to arm connection, 15 in 381 mm The arm shall bolt to a 4"l100mm diameter pole. Note: Fixture type and mounting orientation will determine size of arm tail. TRA 6D WEIGHT: 9 LBS. EPA: .62 The arm shall be of one piece unitized aluminum construction,fully welded and assembled. The slip fitter shall be cast aluminum with an internal wireway and pole stop.The arm shall be prewired with a quick connector for easy installation, The arms shall have a cast aluminum fitter welded to the top of the arm(s) �\ for attaching the fixture. The fixture shall be mounted with three stainless steel bolts through the top of the arm fitter into the fixture. The attachment ,,,nnnyyy point shall have a silicone pad for sealing the fixture to arm connection. \\ The arm shall bolt to a 4"/100mm diameter pole. ra" Note: Fixture and mounting orientation will determine size of arm tail. SOLD TO PO# JOB NAME APPROVALS Architectural Area Lighting 16555 East Gale Ave. I City of Industry I CA 91745 P 626.968.5666 1 F 626.369.2695 1 www.aal.net Design patents, Copyright©2,010 Rev 01/2012 Wall Mount Arms DATE TYPE PAGE 24 OF 32 WMA 35D WEIGHT: 12 LBS. The arm shall be one piece cast aluminum construction.The arm shall be prewired with a quick connector for easy installation.The back plate 14 in shall be one piece cast aluminum. 356mm The arm shall have a cast aluminum fitter welded to the top of the arm(s) for attaching the fixture. The fixture shall be mounted with 6.62 in three stainless steel bolts through the top of the arm fitter into the 16emm O fixture. The attachment point shall have a silicone pad for sealing the fixture to arm connection. 201n Mounting hardware and J-box by others. soe mm Note: Back plate is welded to the arm. FWMA 36U –WEUfLBS. 14 in The arm shall be one piece cast aluminum construction. The arm 356mm shall be prewired with a quick connector for easy installation.The back plate shall be one piece cast aluminum. The arm shall have a cast aluminum fitter welded to the top 6.62 in 0 of the arm(s)for attaching the fixture. The fixture shall be 168mm mounted with three stainless steel bolts through the top of the Ir7 arm fitter into the fixture.The attachment point shall have a silicone pad for sealing the fixture to arm connection. 20 in Mounting hardware and J-box by others. 508 mm Note: Back plate is welded to the arm. WMA 36D WEIGHT: 12 LBS. The arm shall be one piece cast aluminum construction.The arm shall be in prewired with a quick connector for easy installation.The back plate shall 3 14 14mm zo in be one piece cast aluminum. �`— soa mm The arm shall have a cast aluminum fitter welded to the top of the arm(s) for attaching the fixture. The fixture shall be mounted with three stainless steel bolts through the top of the arm fitter into the 6.62 inlsamm 0 fixture. The attachment point shall have a silicone pad for sealing the fixture to arm connection. Mounting hardware and J-box by others. Note: Back plate is welded to the arm. SOLD TO PO R JOB NAME APPROVALS Architectural Area Lighting 16555 East Gale Ave. I City of Industry I CA 91745 P 626.968.5666 1 F 626.369.2695 1 www.aal.net Design patents, Copyright©2010 Rev 01/2012 PR4 - Aluminum Pole I TYPE 4"ROUND(RD)POLE 1.BASE 2.POLE 3.OAH 4.COLOR Type F3 Ld P4 only MAXIMUM ALLOWABLE EPA(MPH) PR4 1.BASE 2.POLE 3.OAH SHAFT WT 85 90 100 110 120 130 140 150 SPECIFICATIONS PR4 4R8-125 8'(2.4m) 4"RD x.125" 22 12.3 10.9 6.7 7 5.7 4.8 4.1 3.6 Base shall be cast aluminum 8356 alloy,free of 7P94 4810-125 10'(3.1m) 4"RDx.125" 25 9.1 8 6.3 4.9 4.0 3.3 2.8 2.4 any porosity,foreign materials,or cosmetic fillers. Base casting shall be heat treated to a T-6 5----M'T . 4"RD..125' 28 6.9 6 4.5 3.4 2,6 2.1 1.6 1.5 condition,and or uniform wall thickness,with no PR4 4R14-125 14'(4.3m) 4"RD x.125" 32 5.2 4.4 3.2 2.3 1.5 1.2 1 0.8 warping or mold shifting. PR4 4R16-125 16'(4.9m) 4"RD x.125" 35 3.9 3.2 2.1 1.3 0.8 0.5 0.4 0.2 WARNINGS PR4 4RA-22fia' 4°RDx.226" 32 21.5 19.2 15.5 12.7 10.6 9.0 7.7 g,7 Caution must be exercised In the selection of r a design wind speed when the pole is to be L PR4 4R10-226 10'(3.1m) 4"RD x.226" 38 16.5 14.6 11.7 9.4 7.8 6.6 5.6 4.8 installed in a special wind region(as indicated by PR4 4R12-226 12'(3.7m 4"RD x.226" 44 13.0 11.4 9 7.2 SS 4.9 4.1 3.5 the wind map)or in an area where wind speed is unpredictable. PR4 4R14-226 14'(4.3mJ 4"RD x.226" 51 10.3 9.1 7 5.4 4.3 3.6 3 2.5 AAL recommends consulting a local engineer PR4 4R16-226 16'(4.9m) 4"RD x.226" 57 8.3 7.2 5.4 4.1 3.1 2.5 2.1 1.8 when the pole is to be installed in an area that PR4 4818-226 18'(5.5m) 4"RD x.226" 63 6.6 5.6 4.1 2.9 2.1 1.6 1.3 1 may be subject to extreme weather and exposure PH4 4820-226 20'(6.2m) "RD x.226' 70 5.1 4.3 3.0 1,9 1.2 0.9 0.6 0.4 Poles installed on structures such as buildings and bridges may be subjected to vibration, Note.Overall height is measured totop orpole. Type P4C) only oscillations,and other fatigue effects which are not covered by the AAL warranty. The use of banners or other appendages can severely affect the loading of a pole. No banner 2. COLOR or other appendage should be attached to an AAL pole unless approved by AAL. W r i ile VBU Verde Blue Coordinate Pole Height with If the products are to be used on an existing SL Black CRT Cotten footing to result in 12 foot foundation or on other structures,the customer LT BMade Black MAL Made Aluminum assumes all responsibility for the structural DS Dark Brow MG Medium Grey mounting height. integrity of the existing foundation,anchorage DGN Dark Green AGN Antique Green or structures and all the consequences arising TT Titanium LG Light Grey therefrom. WOE Wealheral Brome RAL Premium Color CAUTION MOB Bronze Metallic CUSTOM"Contact Factory Poles should never be erected without the luminaire installed.Warranty is voided if the pole is erected without the luminaire.The warranty is voided if the pole is not grouted under the entire base after installation. Anchor bolts shall be hot dip galvanized steel. Eight galvanized hex nuts and flat washers,and a bolt circle template shall be provided.Anchor bolt for poles are 3/4"x 24"x 3". CERTIFICATION Certified UL 1596 in accordance with Article 410 of ANSI/NFPA 70,National Electrical Code. JOB TYPE - - ARCHITECTURAL AREA LIGHTING NOTES 16555 East Gale Ave. I City of Industry I CA 91745 r P 626.968.5666 1 F 626.369.2695 1 www.ael.net Copyright 0 2012 1 REV 6.15 1 1 1 PR4 - Aluminum Pole TYPE 4"ROUND(RD)POLE DIMENSIONS 1 a•o.D. F POLE 1 OAK 3 X 5.5INCH HAND HAND HOLE HOLE SANCHOR BOLT 120i9 re0�n PROJECTION 305. 15T mro BCB a soN _ 3A5 in I L j GROUT UNDER CONCIRETEFOOTING ENTIRE BASByE BY OTHERS ACCESS COVER _ m T"9pLTCIRCLE: a LOCATIONS i I 90°APART 5q BIOE STREET i 9-DA, BOTTOM view (INDICATES POLE 6 LAYING DOWN WITH HANOHOLE FACING UP) +`tI ARCHITECTURAL AREA LIGHTING 71 16555 East Gale Ave. I City of Industry I CA 91745 _ I P 626.968.5666 I F626.369.2695 I wvrw.eal.net a, Copyright 0 2012 1 REV 6.15 1 2 1 f Decorative Base Covers Base Covers TYPE 1.BASE 2.COLOR T� I BC7 1.BASE SPECIFICATIONS I Two piece base covers are cast#356 aluminum that fit over standard 4"/100mm or 5"/125mm round poles,Covers are attached with stainless steel hardware.Consult your AAL catalog for complete details on round poles. BC6-4(Fits over 47100mm round pale) BC6-5(FITS overs 5'/125mm roUndpole) WARNINGS Caution must be excercisad in the selection of C BCS-4 Fits over 4%100mm roundpole) 17/430mm DIA x 13"/330mm high a design wind speed when the pole is to be - (Fits overa 57125mm round pole) Two piece clamshell. installed in a special wind region(as indicated by 'AAL poles configured with BC6 shall have hand the wind map)or in an area where wind speed is 14'/350mm DIA x 24/610mm high, hole location at 18". unpredictable. Two piece clamshell. AAL recommends consulting a local engineer when the pole is to be installed In an area that Q may be subject to extreme weather and exposure Poles installedstructures such as buildings and bridges may be subjected to vibration, oscillations,and other fatigue effects which are not covered by the AAL warranty. The use of banners or other appendages can {1 severley affect the loading of a pole. No banner or other appendage should be attached to an n AAL pole unless approved by AAL. If the products are to be used on an existing t BC7-4(Ells over a 4%100mm round pole) foundation or on other structures,the customer BC7-5(Fits over a 5'1125mm round pole) BCS-4(Fits overa 4%iG47mm reundpale) assumes all responsibility for the structural integrity of the existing foundation,anchorage 18"/460mm DIA x 30"/760mm high. 12'/305mm DIA x 36"/915mm high. or structures and all the consequences arising 't Two piece clamshell with a one piece upper collar. Two piece clamshell. therefrom, f f ACBCR(Fits over a 4'/100mm roundpole) ACBCS(Fits over a 4%100mm square pole) 14"/356mm CIA x 18'/460mm high 147356mm square x 18'/457mm high. One piece cover with a two piece upper collar. One piece cover with a two piece upper collar. 2. COLOR WH Arctic White VBU Verde Blue t BL Black CRT Gorton BLT Matte Black MAL Matte Aluminum DB Dark Bronze MG Medium Grey 1 DGN Dark Green AGN Antique Green 1 TT Titanium LG Lighl Grey WES Weathered Bronze RAL Premium Color JOB MDR Bronze Metallic CUSTOM"Confad Factory TYPE r i ARCHITECTURAL AREA LIGHTING NOTES 16555 East Gale Ave. I City of Industry I CA 91745 t P626.968.5666 I F626.369.2695 I www.aal.net Copyright 02012 1 REV 6.12 I I I i �s P 1, E=]E=0 ML—D -- - –C -- 41 RECEIVED APR 2 8 2016 P�.?T- OF PLANNING & Lafayette St NMPIUNlTY DEVELOPMENT Elevation PITMAN & WARDLEV A R C H I T E C T S JL i2 Ch arch SI«cl • Salem. MA • 978.741.8982 www .,1) i I man ando and I .com 4• FENCE / 6' FENCEEXIS/ iv x PROP. 2 87x10' WMPSIER PAD AND PAD IBM SFORLIER 2' TRANSFORMER PAD 29 FENCE ENCL0SURE fREDERICK N IRCVSKY / g-RTS 9-PA ° PAV A /� \ \ /° -FlPJ 8-PA 327 X0 a APROP.EEr RAIN�N AA 7TO BE REMOVED (SEE / FROM CE PROPER PWAEITOPW t �•.y. 90 10.07 I�q�p ELM 44 / •- : rj... .. ` ` \ :.. CZ0 110 YIR / 20q 6' HIGH Cl) If FENCE NDREFNINO ,-WY / PLANIM BUFFER / / a (IYP.) Isar / FIG, '~ ---------------- --------, � / 0- (SLC\` PI Q.�� , REEeifE ® 1 °1 nM 08 Z?'.S �( BUBDING I / DEPT' ')F PLANNING & COfo, ,.,UNITY 4EYELOPMENT GfCs ,—EXIST.F 2-FAMILY �� •`' b DWEILNO TO 9- I: REMAIN 9-RO � '" "' 9 �` �,1� 331-335 Lefeye#e St. ANG / LANDSCAr'p II 016 PE PLAN A 27 2 — ———— — — — — — YDo co vcc — _ WEST AVENUE— __— — — — — — — — — — — — — — james k. emmanuel I associates —� (PUBLIC-40' WIDE) LANDSCAPE ARCH I T E C T S 22 Carlton Rd. Marblehead, 01945 tel. (781)622-2-7487 fax (781)623-0293 SCALE: 1" = 30' james@jamesemmanuel.00m www.jamesemmanuel.com 0 15 30 60 e p. • Y b •_r �Y e. e' b � L � .s n• V � • 3 46 o• _ PMIN LANTING I DTH o Aj , y SEATING o' PLANTER RET. WALL TC: 31 .42 30.99 TEPs • ANDRAIL e . FIRST FLOOR ELEV.�3350 e , ' CONCRETE PAVEMENT e � UNIT PAVER HEADER F TC: 31 .95 ' COLORADMIXTURE T W/ 31 .95 OR UNIT PAVER HEADER a SIMTRUCTUR L SOIL AREA L' •` �0" DEPTH) • •e l• S e• • 1 e.l • b • / b G / bbb0 • 0o e a �� • ',e' WEST AVE. -----� 3 10 � 'm z ' m -u {° %j James k. emmanuel I associates m'r° �( L A N D S C A P E A R C H I T E C T S Go 0 z �' < 331-335 Lafayette St 22 Carlton Rd. o z �, Marblehead,MA 01945 m fll SCALE: 1" = 10' ENLARGEMENT PLAN tel. 781 622-087 z ® fax (781)623-0293 April 27, 2016 james@iamesemmanuel.com 0 5 10 20 www.jamesemmanuel.com MoRrARm To 4' PERF.PIPE CONNECTED TO PLANTER MASOM2Y=C140Lq E 6'GR STONE \ o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _o / ROOTBALL %/ �0 0 0 0 0 0 0 00 0 00 0 000 0 oee 00 00800800 800800800 80 0 0 0 0080 800�0 800�o 0 0 0�8�0\/ \ X000^^,iso 7,^no^7,^^••o neo r+-0 n..o Oro p,o noo poop o O000 OooO po \ /� ARS Qo 0905�'B�p9TRUG11JRPiLR501L,800�oBoae 000 oe 0 0 0 0 0 eoo 0 0 6 `a 0 0 0' o o a o 0 0 foo o Oo 00 Oao po poo Oo 000 po 000 Oo o Oo e 0000 'o08088 00 00 00 008 ao oa�0 00 o a�08 00 00 008 ao 008 eo 00, //� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 �o0 0 00 po Oo 00 00000000000 Oo Oo eo 0000 po 0o po u poo0 >0 008000 00 008008000 008000 00 00°8"0 oa o0 00 oe o0 008 00 oe goo o aoo 0 00°00 000 0 0000 00 00� 0 00 00 000 0 p oe o SAND BASE r7_'),PLANVNG AT STRUCTURAL SOIL ORA= , MATON LS VAR„ 90 PLAN (No t to sca/e) GAAMTE OR C4W.CAP •X S'LOW S.S.COV®.•S'OG. _ = PLANIINS BEV M DIM td •° 1 8. Pal IT— ONCK VEHM MORTAR®TO C42 C FEM FILTER PABRIO MIRAM MON O 11-0 11 VA�p p°�p 1—II MABOW Veli MORrARW To EVFVFWW L c 1 1/2'OD&ALV. STEEL POSTS 0 RAIL ° vg%p . S/4'Or4ABHW STOM PA Q MELD 4 &RIND ALL JOINTS SMOOT14 SET IN NON-SMNK SPZUr STEPS P I.P.PVO YEW Nom•b'ora. ��n "ALK EWAN".JOINT ao; `� '•I a i e e 2 X 4 R®AR AS SROM ei°• r — o .03 ;� Q,o 7/�)i°/ t o �ei'• Ge' .1 a 28 X4'KEY 3 11�11_ SPEC. 2X P.T TRIM, PTD CgNC41eIl9 VOOTINS,SPOO P91 M 20 e 5/4X6 P.T TRIM, STAINED 5/4X4 VERT. P.T SLATS ON 2X6P.T. WD. FRAMING 4 PLANTER RET WALL 4' OR 6 GRADE W/CAP (No t to scale) SEE PLAN -- _ James k. emmanuel I associates �p2 28 2CIS L A N D S C A P E A R C H I T E C T S FENCE POST" --=t-- - U 2CIS °` MI�LBfeyeft St 22 Carlton Rd. Marblehead,MA 01945 cc,...,�u"" ' `� - ..._:;r tel. (781)622-7487 s SCREEN/NG FENCE LANDSCAPE DETAILS fax (781)82-7487 April 27, 2016 3-0293 (Not to scale) james@jamesemmanuel.cwm www.jamesemmanuel.com i V FENCE / 6' FENCE / EXIST. TRANSFORMER e 9'X10' WMP LER PAD� MAN PAD TO IBM FREDERICK N IROV5KY / g-1270 327 UFA STREET 9-PA ° OP. - f• -BPJ 16330 93 / PROP. RAMGARDEN 8-PA EXIST. CE TO BE REMOVED (SEE DETAIL) / FROM CT PROPER PE"TONE 9-EY ,.... 9 F� / ,/.. / ® �hR 19.9r S IQ Q: / 20 9' NICK SCREENING ,-BY / FENCEEDANDB1kFFR (TSP-) 4Ur 14 pm tz / 4U / K31N • ,• 6_H wo w � A Y niMnm'it✓: ` 12-ft 2-FAMILY DWELLING TO 3- REMAIN I g-. 100 �.- > , � = 331- t, 335 Lafayette S C LANDSCAPE PLAN ' ..•. r . May 4, 2016 4W wr SCC G _ VOC I -CO 'r VCC' .. S � _ _ _ m-CO _ _� �_ _ _ _ _ _ _ WEST AVENUE james k. emmanuel I associates "BUC-41Y WIDI LANDSCAPE ARCHITECTS 74 22 Cadton Rd. Marblehead, 01945 tel. (781)622-2-7487 fax (781)623-0293 SCALE: 1" = 30' james@jamesemmanuel.com www.jamesemmanuel.com 0 15 30 60 .. .•.. ' _ .e 'U e-J 1 ° •M ° 3. 46 3 MIN WIDTH ANTINGS ED i- LL- SEATING e' PLANTER RET. WALL TC: 31 .42 ; 30.99 rEPs • ANDRAIL FIRST FLOOR ELEV.833.8O CONCRETE PAVEMENT UNIT PAVER HEADER F CQNTC: 31 .95 e : rOLOR ADMITuPAVEMENT wi 31 .60 OR UNIT PAVER HEADER ° LIMITS OF SAND BASED L. . , STRUCTURAL SOIL AREA ` ( " DEPTH) e • • • L ° o o°o IX o° 0o a 0 e 0 °e . �---- � � WEST AVE. �r— james k. emmanuel I associates L A N D S C A P E A R C H I T E C T S 331--335 Lafayette St. F= 22 Carlton Rd. Marblehead,MA 01945 SCALE: 1" = 10' ENLARGEMENT PLANILICIZ tel. (781)622-7487 May 4, 2016 fax (781) 623-0293 james@jamesemmanuel.com 0 5 10 20 www.lamesemmanuel.com MASONRY VISOR MORTAFmV To 4• P82F.PIPE OONNW1 D TO A PLS c4urm b' CR ST 4 I'll 11 1 1:1 111 0��90 0•5,4�1D BASED STRUGTURpPd°.RpSOIL$o ao $o $o ao o\� �/\ Awes 0 0 00 '0 0 0 -o 0 0 0 0 0 0 0 0 0 0 00 foo OOo poo poop p p Oo O O O O O Ooo p°o //�\ °g$oe$o0 00$000 oa$oo$oo$oo�o�o�o o0$008$08$00$o0 00000, Y 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 poo Oo 00000 000000000 000000 Ooo 00000000 000 000000 \ i0 00$oe o o$o $oeo 00$oo$oo$oao 00$oo0 000 oao 000 000 00$0 0 00$00` �000°a o 000°°oao 00 oe o0 oe o0 00 oe°DoP°�oP 000 00 00°ooa0 SAND BASE R ANnNG A T STRUCTURAL SOIL *RAW a mokIMA"YAW,am rLm (No t to scale) SRAM,=OR WWI CAP •X S•LONE S.S.OOVRL•9'Orf.. PLAWWO SED Hamm Q °4 ° ' $• _ I — swot VB!$t MORTARED TO coNclPere ;p •�t > P900t PASRIO MIRAPI 140N e. I�-O u VAipB �•oQ ', MASONRY VB®l MORTM&D TO Q Q I In' OD 6ALV. STIM1 POSTS b RAIL ° �A � 9/4'C44SHM STONEPA HELP 4 GRIND ALL JOINTS SMOOTH jo SET IN NON-SMNK GROUT .' STEM 10 ID.PV*YRW HOLES 6 6'OZ. IVEINALK . GVAA510N JOINT S ap• ,° •.1 FV 2 X 4 RmAR ASSNOM *0 •i, D •�i°A; . S u • ciz .. p•. 4 •� 24X4•KEY 3 IL SPED. o . o •0 T- b IV 12•--f L 1 2X P.T TRIM, PTD y ° C4MM=POOTIW,SOW PV M 2S 5/4X6 P.T TRIM, STAINED °° ' •'° OOhPAiOT®9U98RADE 5/4X4 VERT. P.T SLATS ON 2X6 P.T. ND. FRAMING 4 PLANTER RET. WALL 4' OR 6' GRADE W/CAP (Not to scale) SEE PLAN james k. emmanuel I associates LANDSCAPE ARCH ITECTS FENCE POST 331-335 LRfayette St 22 Carlton Rd. Marblehead,, MA 01945 6 SCREEN/NG FENCE LANDSCAPE DETAILS tel. (781)622-7487 fax (781)623-0293 (Not to scale) May 4, 2016 james@jamesemmanuel.com www.jamesemmanuel.com Plant Schedule Qty lKey Botanical Name Common Name Size TREES: 6 ELM Ulmus americana 'Valley Forge' Valley Forge American Elm 3.5-4"cal 5 GIN Ginkgo biloba 'Autumn Gold' Autumn Gold Maidenhair Tree 3.5-4"cal 3 HB Betula nigra 'Heritage' Heritage Birch 12-14' 4 HL Gleditsia triacanthos 'Skyline' Honeylocust 3-3.5"cal 2 RM Acer rubrum 'Red Sunset' Red Sunset Maple 3.5-4"cal 3 RO Quercus rubra Red Oak 3-3.5"cal 3 SCO Quercus coccinea Scarlet Oak 3-3.5"cal 4 BPJ Juniperus chinensis'Blue Point' Blue Point Juniper 5-6' 5 CL Clethra alnifolia Sweet Pepper 18-24" 25 CO Cotoneaster dammeri 'Lowfast' Lowfast Cotoneaster 18-24" 47 COMP Comptonia peregrina Sweetfern 18-24" 12 EG Thuja occidentalis 'Smaragd' Emerald Green Arborvitae 6-7' 16 EY Taxus baccata repandens English Spreading Yew 18-24" 33 GLS Rhus aromatica Gro-Low Gro-Low Sumac 18-24" 1 HCJ Juniperus chinensis 'Hetz Columnar' Hetz Columnary Juniper 5-6' 6 HH Ilex crenata 'Helleri' Hellers Japanese Holly 18-24" 16 IG Ilex glabra 'Shamrock' Shamrock Inkberry 2-2.5' 5 MIC Microbiota decussata Siberian Carpet Cypress 18-24" 15 PAV Thuja occidentalis 'Pyramidalis' Pryramidal Arborvitae 6-7' 13 RTD Cornus alba 'Elegantissima' Varigated Red Twig Dogwood 2-3' 5 VI Viburnum plicatum 'Mariesi' Doublefile Viburnum 2-3' 3 VY Taxus media 'Viridis' Narrow Upright Yew 4-5' 10 AND Andromeda polifolia Bog Rosemary 11gal 86 FG Pennisetum alopecuriodes Fountain Grass 11gal 7 PAN Panicum virgatum jSwitch Grass 1gal 10 VIR Iris pallida Variegated Iris 11gal 4' FENCE 6' FENCE / / ENST. TRAN%MRMER PROP.Q 9'X1(' MPSIER PAD AND PAD TO REYAQI...- TRAN __R 2 WFENCE ENMOSNRE tau PAD 9 / 3-RTD - U A FREDErOCK N IROVSKY 3-PAPAV, r -Bpi LRFA� S SIREEr / "'PithP63 :-RADRGARDEN / B-PA EXIST. CE TO BE REMOVED tlETNL) FROM PROPER FFASTONE / `J-Ey T 9=Ft8 T-PAN 4"r ELM I_vv 2m I0 / H / B' HIGH SCREENING r- FENCE AND m / 7-EY / PLANTED BUFFER / — ---- ---9----- -----o-1 5 12- wCj / 4as GIN I / ,-r•G `4 GIN TQM.42BUA.DING r . m- I I 3-HH ® , b 2GIN BOST. s 12-w 2-FAMILY $ M31 M 31A3 I.. DNELUNG TO 3-� REMAD, V, 331-335 Lafayette 5t. e 3_Ka -,G "` LANDSCAPE PLAN p/)p 1 6r 2 016 ly April //I//// 1 - S78�S1✓ft ;, I IaDO Sm L W E S T A V E N U E james k. emmanuel I associates (PUBLIC-40WIDQ LANDSCAPE ARCHITECTS IFF= 22 Cadton Rd. Marblehead,MA 01945 I 622-7487 fax ((811)623-0293 SCALE: 1" = 30' james@jamesemmanuel.com www.jamesemmanuel.com 0 15 30 60 0 ' e o.v o Y ' f +.ns�idWi .•r,. o b ` f Y. n � W.. I . I ee •.n� I� d,� W I :: 33. 46 PLANTING SED (/) 3' MIN WIDTH .� . r Q ` J e. a SEATING �.e PLANTER RET. WALL TC: 31 .42 30.99 ppSTEPS HANDRAIL FIRST FLOOR ELEV.-3390 n o CONCRETE PAVEMENT q, UNIT PAVER HEADER F ° CONCRETE PAVEMENT W/ TC: 31 .95COLOR ADMIXTURE 31 .60 ?` OR UNIT PAVER HEADER Q g � e '` LIMITS OF SANp BASED STRUCTURAL SOIL AREA (30" DEPTH) .e e:. o: s n p 00 ° noo° 0 °o e _ m 4 WEST AVE. �7, James k. emmanuel I associates L A N D S C A P E A R C H I T E C T S 331-335 Lafayette St. 22 Carlton Rd. Marblehead, MA 01945 SCALE: 1" = 10' ENLARGEMENT PLANR1 tel. (781)622 fax (781)623-029-029 3 April 6, 2016 jamas@jamesemmanuel.com 0 5 10 20 www.jamesemmanuel.com M/ESONFty vm4mR MORTAFM TO PLANTER 4• PERF.PIPE WNWOTED TO A GOA 0 o a =0 00 oo 0 0 0 0 o a o 0 0 0 0 �� ROOTBALL o° ea 00 ,0 0°80°oo o�°o�o°oo oo°o�08 Qo 00 0800°00 00 00 0 OO OO O O O °O Oo00 OO O 0000 O OOO aO OO OOO O o ° 00 008oa�o�oo 00°00800 oa°oo 8o 0°00 00°00 0°00 00 0080 O oOo 0 00 00 �0p� 0 0 0 0 o a o a oe o 0 0 0000 0 sopa a s o°C oBOo�Ooo sOo °00800 °Oo 000°80o' op o'80o'3 1 . 0 00 0 0 0 0 0 00 a o 0 0 00 o a a o o 0 0 0 0 0 o a o 0- o 0 0 0'0 0 \ °0° o Oo Oa Oa ,0o Oo °po Oo 0° 0°ya- O SAND BASE BEVATN7N PLANRNGAT STRUCTURAL SOIL &Rmm • MATM•LSVARY.Sm rLm L 1 (Not to scale) 6RAwTE OR WM.CAP sw x 6•LONG 99.DOYrEL•9'oG. PLANnN6 8®MEDIUM I [4 BLACK VENMM MORTAR»TO CON-MM — MUM FABRIC MIRAFI 14M @ffit VlVtIE9 . I—I I MASOW V MORTAR®TO O - 1 I/2. OD 6ALV.STEEL POSTS 4 RAIL .' R Sia cRusHEV STONE ASLO 4 6RIND ALL JOINTS SMOOTH Z. PA TTF, = SET IN NONsSFIRINK 6ROUT I• ID.FvC N19�1 NOLE9•6'O.G. .•.QQ O? �o - . . STEPS EWAWON JOINT I _ .os •a � a s x a R3.eR As sNorw MA .� 2•X4'MY 3 IL SAEG. L 1 2X P.T TRIM, PTDb COWMM Mama,9pw Fv IN 28 5/4X6 P.T TRIM, STAINED 5/4X4 VERT. P.T SLATS ON 2X6 P.T. WD. FRAMING ¢ PLANTER RET. WALL 4' OR 6' GRADE L W/CAP (Not to scale) 5EE PLAN James k. emmanuel I associates LANDSCAPE ARCH I TECTS FENGE P05T 331-335 Lafayette St. Marrblehead MA 01945 IL-etel. (781)622-7487 s SCREEN/NG FENCE LANDSCAPE DETAILS fax (781)623-0293 L ' April 6, 2016' james@jamesemmanuel.com (No t to scale) www.jamesemmanuel.com i 4' FENCE / 8' FENCE / EXIST. TRANSFORMER s 9'x10' DIWST R PFENCE �ADAND PAD TO REMM _ / g q FREDERICK n iSTREEr g_pq ° PAv //- \ 3Y7 EXIST. 9 GARDEN CE TO BE 18]IOYFn / - (SEE OETAN / FROM CT PROPER PEABTONE tt , II-E0 20 110 t, 8' HIGH SCREENING FENCE AND T-EY / PLANTED BUFFER / ` / ' (71P•) met u _d1LG a r. p.� BOA APPROVED v' I •, BxIOD1G ,: / °� SITE PLAN AN 124!G EXIST. DNEUJNG TO MAIN 9-100 Iis VY VY i o w 33l 35 Lafayette St G w LANDSCAPE PLAN b (Y taco ann May 4, 2016 c rvN{C LP •r � � •f • ' WEST AVENUE james k. emmanuel I associates (PUBUC'-40' WDE) LANDSCAPE ARCH I T E C T S 22Carlton Rd. Marblehead, 01945 I tel. (781)622-2-7487 fax (781)623-0293 SCALE: 1" = 30' james@jamesemmanuel.com www.jamesemmanuel.com 0 15 30 60 6- p 3. 46 31 MINTWDTHED �N SEATING PLANTER RET. p WALL TC: 31 .42 30.99 1EPS ' ANDRAIL n a/ , p• FIRST FLOOR ELEV.•33991 � p , CONCRETE PAVEMENT ° o UNIT PAVER HEADER F ORT wiTC: 31 .95 COLRADMIXTURE 31 .60 OR UNIT PAVER HEADER LIMITS OF SAND BASED ,. STRUCTUR L SOIL AREA ( " DEPTH) e Z +\ L • p q � °oo.. JJJ n a , 0 og°° �r . �----- �3 WEST AVE. james k. emmanuel I associates L A N D S C A P E A R C H I T E C T S 33%335 Lafayette St. I= 22 Carlton Rd. Marblehead,MA 01945 ° tel. (781)622-7487 SCALE: 1 = 10ENLARGEMENT PLAN fax (781)623-0293 May 4, 2016 0 5 10 20 james@jamesemmanuel.com nuel.comm K48O Y VENM MORTAMW TO 4' PERP. PIPE WNHECTED TO PLANTER Contra! CAONCARIETIFE CA&PAVERS- PITC Ten rim b' GR STOfi� m o`o 0 '060 0 0 "o o'o o'a ao oo 0 000 0 00'0 Joo 0 00°0000 0 00000 oo°po�.p 0 0 00 0 0 000 °0 0 0 00 00 00 0 00 0 00 00 0 0 00 0 0 00 0 �\ pyo po°�°o ooe oo oe°,000 oo / ARS oho SO'SAND B'A9EDt5TRUGTIIRPJ.�SCIL°Boo Boon oo�Qa oo /\ Jo Oo°e 0oeo 0°°poo Doo 0°e Ooo 0°°Ooo Oo Oo Oo.p Oo°Doo Doo poa OooO 8 8 8 0$ 8 8 08 8 08 8 8 8 d °°8 d d 8 8n o800, //j\ �o oa o0 00 00 00 00 oa no 00 00 00 00 00 00 00 00 0 a o 0 0 0 o a o 0 0 0 0 0 0 0 0 o a o°a o 0 0 Joo ° 00 00000 o Oo Ooe 0oeo0 O Oo poo 00 Doo 000 po Da o0 00 00 00 00 00 oe oa oa o0 oa o0 00 00 00 00 00 00 00� Je o0 00 00 00 00 00•Oeo°oo Oo Oe oe 000 ppo�0 000//°00 00 0 Cw,,� SAND BASE PLANTING AT STRUCTURAL SOIL ,MAA , KAMRIA"VARY 9W PLAN L (Not to scale) SmAwm OR Clow,CAP 'X be LOto 88.GOYS.•v O.O. PLAMI"B®t4WWM Q °, — BRIdG V8✓@R MORTAR79 TO GONGiCI! ep •or a _ PILTM PABRIO MVW1 I4M O 7 11-0 YARD °�•0o°T� I MMJO W VEMM MORTAR®TO Q I V2' OD &ALV. STEEL POSTS 0 RAIL 8 •' WW O101SHM STOM YOM 0 6RIND ALL JOINTS 9400TH PA TTP• SET IN NON-9NRINK 6ROUT STEPS 10 I.D.PVC Y1W HOLM•b'04. •s . . r-u e .a P.KPAN910N.IOIHT SIDEPIALKGp� •1A '�o'�OiY;i"V�!!i""'j',i�', � a 2X4R®.V2 AS ON" OCT �,i r s o CS•6•• 0.. 4 •, 'G. 2'X 48 KLY 3 IL SPEC. • :ft0 2X P.T TRIM, PTD e 00MM G 180=PBI M 28 5/4X6 P.T TRIM, STAINED ` col�ACTm 5/4X4 VERT. P.T SLATS ON 2X6 P.T. WD. FRAMING 4 PLANTER RET. WALL 4' OR 6 GRADE L W/CAP (Not to scale) SEE PLAN james k. emmanuel I associates L A N D S C A P E A R C H I T E C T S FENCE POST 331-335 Lafayette St 22 Marblehead, MA 01945 s SCREENING FENCE LANDSCAPE DETAILS tel. (781)622 fax (781)623-029-029 3 L (Not to scale) May 4, 2016 james@jamesemmanuel.com www.jamesemmanuel.com -Plant Schedule Qty Key Botanical Name Common Name Size TREES: 6 ELM Ulmus americana 'Valley Forge' Valley Forge American Elm 3.5-4"cal 5 GIN Ginkgo biloba 'Autumn Gold' Autumn Gold Maidenhair Tree 3.5-4"cal 3 HB Betula nigra 'Heritage' Heritage Birch 12-14' 4 HL Gleditsia triacanthos'Skyline' Honeylocust 3-3.5"cal 2 RM Acer rubrum 'Red Sunset' Red Sunset Maple 3.5-4"cal 3 RO Quercus rubra Red Oak 3-3.5"cal 3 SCO Quercus coccinea Scarlet Oak 3-3.5"cal 4 BPJ Juniperus chinensis 'Blue Point' Blue Point Juniper 5-6 5 CL Clethra alnifolia Sweet Pepper 18-24" 25 CO Cotoneaster dammeri 'Lowfast' Lowfast Cotoneaster 18-24" 47 COMP Comptonia peregrina Sweetfern 18-24" 12 EG Thuja occidentalis 'Smaragd' Emerald Green Arborvitae 6-7' 16 EY Taxus baccata repandens English Spreading Yew 18-24" 33 GLS Rhus aromatica Gro-Low Gro-Low Sumac 18-24" 1 HCJ Juniperus chinensis 'Hetz Columnar' Hetz Columnary Juniper 5-6' 6 HH Ilex crenata 'Helleri' Hellers Japanese Holly 18-24" 16 IG Ilex glabra 'Shamrock' Shamrock Inkberry 2-2.5' 5 MIC Microbiota decussata Siberian Carpet Cypress 18-24" 15 PAV Thuja occidentalis 'Pyramidalis' Pryramidal Arborvitae 6-7' 13 RTD Cornus alba 'Elegantissima' Varigated Red Twig Dogwood 24 5 VI Viburnum plicatum 'Mariesi' Doublefile Viburnum 2-3' 3 VY Taxus media 'Viridis' Narrow Upright Yew 4-5' 10 AND jAndromeda polifolia Bog Rosemary 1gal 86 FG I Pennisetum alopecuriodes Fountain Grass lgal 7 PAN jPanicum virgatum Switch Grass 1gal 10 VIR Ilris pallida Variegated Iris lgal Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description 14 W5L SINGLE N.A. 0.300 AAL ALN440-Y5-32LED-3K-1500 LUMENS ETO/ WMA36D-XX 8 W4L SINGLE N.A. 0.620 AAL ALN440-Y4-32LED-3K-3000 LUMENS ETO/ WMA36D-XX i 6 P4 SINGLE N.A. 0. 880 AAL ALN445-Y4-32LED-3K-700 HSS/PR4-4R10-125-10-BL/TRA5U BL 1 P4D BACK-BACK N.A. 10.880 1 AAL (2) ALN445-Y4-32LED-3K-700 HSS/PR4-4R10-125-10-BL/ (2) TRA5U-BL Cn 1 P3 SINGLE N.A. 0.880 1 AAL ALN445-Y3-32LED-3K-700 HSS/PR4-4R10-125-10-BL/TRA5U-BL z 0 o ' LQit r- .. 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P4 0.8 1.5 0 6 0,q Ci 0, 1.5 1.4 1 0.5 0. 1.3 0, 0.3 w m °'3 1. 2 Z 1,6 2.0 6 1.3 9 7 0.6 .0 0 0 �, zz 0 3 8 0.5 2 4 2.0 1 •6 0 5 4D1.4 0. 7 , t� ! - Q 0.3 - + -1=3- * --- * ----°- ----- * 1. 7 L. ° 9 0. 0- O'0 �', < „ 0 0,6 I 5 1. 6 p• O :j J Z 6 SL 0.6 1.3 2•0 r 1,0 D 6 ; Q• 0,3ws 1 1.q 0. 7 0.0 W c9L�6 L I, 0.9 t 0.5 ( '0 0.8 2 1,02 0.3 ys I Z•1 1 0.6 0. °. 0 48.36' ° 6 0 6 ( L I Z U q 1 °- 0 0. 7 1 0 - 'Q o., •7 1,0 .6 O.4 30. 7 j 0'2 0 6 4 1.3 0 4 4 .0 0 (n 5 ° N Q 0. .8 0.8P? L 0.2 v 3 w5L 1,1 `b 0, 0 SV 0. ( 1.3 1,0 0'*-, 0, 0 4 0,0 0 r M 0,2 t s I 5V5L I 0•5 0,6 Z W � cv U ern 0 4 0 f -• 0.8 0.0 0.0 Q �rllrl 0 0 N IN � L I!. •6 I .0 1.4 N ' J w u 0� 0.1 I 0.6 0.5 0.0 0.0 W006-STEPS 0 3 Z 0, 0 ° 0 (jam r7 0. W 1.3 5 0 0 ,0 O V N 0.1 � s 51, I L 0.8 o,s 0•0 0. 0 •0 0, zV � - 0 o I 0.4 ° o.0 2 1/2 STORY° o.o Z - o a .6 w5L ( 1.6 o O WQ01) FRAME 0 0 < Q _ w L 0.1 0 °•8) I o,7 0,5 0 r 0,0 Z-�AMILoYO M n Q 0 11. 1 .0 DWELLING o 0WOOD < J 0 n 0.4 0 8 w5L 5 0.9 0 7 0 0 0 0. 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(781)622-7487 J -� fax (781)623-0293 C5 0 10 20 40 james@jamesemmanuel.com � z www.jamesemmanuel.com _ V) ¢ © THE MORIN-CAMERON GROUP, INC. 2016 0 PROJ. #3359 F __ Plant Schedule •RADC t MATMXS VARY,SM KM o. p MASONRY vee 'R MORrARaP To ORAN19 OR CAM.CA* 0 Name Size Ow X S'UX* , Qty Key Botanical Name Common Na e S >s�. ..,, 0.0. ° TREES: , ,, ,� - • , : t ' — toeDIUM �-° MIN.4'S/WCEIR ` • — I•I�NnNd 4 ELM Ulmus americana'Valley Forge' Valley Forge American Elm 3.5-4"cal a ewcK vlse3�MORTARCD tb CONCReT>: 6 GIN Ginkgo biloba'Autumn Gold' Autumn Gold Maidenhair Tree 3.5-4"cal .off — FILIM PA MIC HI RAM I4ON //// r� 3'sHR> v BARIC Mu1�++ 3 HB Betula nigra 'Heritage' Heritage Birch 12-14' las VARM A':P 1=1 I Cl) �\ \\ \\ \ X . r+A301ieY vDlCe rdORr,Vt=n T10 9 Z rn \/ \ \/ ,T, R�,gO� Ap F1ZOM TOp HA1-F 2 HL Gleditsia triacanthos'Skyline' Honeylocust 3-3.5"cal A ¢ s \/\/ OFF RDOOTBALI. i 3/4•GRIk!!tD eTOPE �r\\/�\\ \/ y\ \ 2 HRB Carpinus betulus Fasigiata Pyramidal European Hornbeam 2.5-3 cal g+�• O rr'' `� /�� 2 RM Acer rubrum'Red Sunset' Red Sunset Maple 3.5-4"cal V C0 z o 3 RO Quercus rubra Red Oak 3-3.5"cal 10 ID.rVc Mir NOLls•b'oc. o z Q NOTE: 1' 16 HOLE TWICE As WIDE As ROOTBALL _ V/ z U a N 3 SCO Quercus coccinea Scarlet Oak 3-3.5 cal Q : a. MWANSION JOINr J L . w SHRUE3 PLANT I N6 - : : ' z SHRUBS: 2 X 4 REMAR A6 SWIM � � o S ' W1 SHRUBS: . w U. U L/ 50AL E: 1/21I=1 I-0II 4 BPJ Juniperus chinensis'Blue Point' Blue Point Juniper 5-6' 10It-O° •, .a' n o z o LL g - 5 CL Clethra alnifolia Sweet Pepper 18-24"411 i 4 - 1 142'OD&ALV.STEEL"T5 4 RAIL 4 vm--� z'X 4'icer' cr — 25 CO Cotoneaster dammen Lowfast Lowfast Cotoneaster 18 2 PA • MLV ; 6RIND ALL JOINTS 100TH J z o v . . Z) v 47 COMP Comptonia peregnna Sweetfern 18-24" r. III 5E1T IN NON INK&ROUT w 0 .°° c v v Op - O v . p' 19 EG Thuja occidentalis'Smaragd' Emerald Green Arborvitae 6-T a r,o0 ,• sc�° sT>t�s i- sO cn w ' v �, — Z70 .; , 1 n = : coMWIV PoorlNo,epw m IN se • ix > v o �O 16 EY Taxus baccata repandens English Spreading Yew 18-24 -0 W ? � 33 GLS Rhus aromatica Gro-Low Gro-Low Sumac 18-24" �• ° • .i •• •;. z U) a-,� . U"0, 1 HCJ Juniperus chinensis'Hetz Columnar' Hetz Columnary Juniper 5-6' •°s •i ' �; / / /Ir/ CAOWA4.� O z z o00 6 HH Ilex crenata 'Helleri' Hellers Japanese Holly 18-24" •d� , ..; ♦ �.`1 o TRUNK FLARE - PLANT I - 2' ABOVE EXIST'1N6 6RADE 16 IG Ilex glabra'Shamrock' Shamrock Inkberry 2-2.5' �p t..' t ° �._.• 0.0 ,� 4 PLANTER RET WALL j MIN. 6' SAUCER 5 MIC Microbiota decussata Siberian Carpet Cypress 18-24 lL 5PE0 Q �:p{ - 15 PAV Thuja occidentalis'Pyramidalis' Pryramidal Arborvitae 6-T '0 o'" oy'T'o L l newIrION -71 WICigf�NOt t0 SCO/e) °i S' SFREDDEn BARK -� 13 RTD Comus alba'Elegantissima' Varigated Red Twig Dogwood 2-3' j' REMOVE BURLAP FROM TOP HALF 5 VI Viburnum plicatum'Mariesi' Doublefile Viburnum 2-3' .3 HANDRAIL OFF ROOTBALL 3 VY Taxus media 'iridis' Narrow Upright Yew 4-5' L l (No t to scale) ` —1 RoaMALL SITS VIRECTLY ON LMISTUR6>=D SOIL HERBACEOUS: 10 AND Andromeda pollfolla Bog Rosemary 1gal ° •� _ - 86 FG Pennisetum alopecuriodes Fountain Grass 1gal 4' FENCE — 7 PAN Panicum virgatum Switch Grass 1gal 6' FENCE NOMs 10 MR Iris pallida Variegated Iris 1 gal / EXIST. 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I . � i I . . 13 10 I I . I Rr C � � <IV . N I � . . . 1 I . � 11 � . 1 I I . I 11 'k-IR . iI . . I . 1. C-2 11 tp .1 . . I � I I I I ,� 1 . . . . . 1. I . . .1 . I I I I . .. I I . I I I . . 11 . . I I � . EDi . I . . . , I � .1 _r I � I . . cl:) �� . 1 I � � . 22 CARLTONROAD I . .. 11 I I . . . I I . 1. . I I � . . . I . . � 11 I I f I .1 1. . . .. I . . .. . I .I I. . I . , - I . . I I � ,� I I I I . I I .1 I � I I I .. I � . . .. . .. . . I � .��l . .1 � A-5 . WEST , AVENUE ELEVATION I I . . � . .. . I 1'' .. I . I . I � . . � I . I i "Z- "SALEM 'A . I . � �. . I � I I . . � : I .. �. 1� I .� . � . I. , - . .1 1. I I . I . � � � . I . . � . . � � . - .�. . I I '!'n C) ?- f)n A^ I I � (n I . � � . . ____ � . I . . . I L . ... � . I � '. . . . � I . I � . .. I I I . -,L; r-*, 6, 1J.- � . I � P-,-.---- . I . MARBLEHEAD, MA 01945 : . . . . I . . . 1. . � 1 . .. . � .. . � . I I .. i - u v �. . I � � I I,-....�............. RO,4,D . . I I I", . I . . . . �. . . . � � .. . . . I I � I . 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C. e G CON 9 1 1 � j v J s PARKING LOT � , 11 WEST AVENUE. : � g �n +30.6 � -� UTILITY POLE / - WITH LIGHT o m •- DEED BOOK 25955 � / o ` _ _ PAGE 113 � 28.97 � ' �. � ` +28.8noo � $ �tiob e� O o .LIGHT POLE LP � _ � � " 331 LAFAYETTE LLC _ , o +27.7 ...- 1 0 30 � H cP M W / � _ �. /HW ._ � 0 5 7 WEST AVENUE, f � o o 0 x - r H W o METAL POST - --�t----- m „ DEED BOOK 34478 PAGE 81 0 C� o v � A o-, HW 3 Y M OH VIRE v - SIGN CO ... a.-:t iaree.t.s':'.v e(::s.rlaa art sn..,r'3 : .vf(:rYr,£............ilr rdFffi(a Stadrti'/i(a l.I ds 3:it f. i/ad:iia • dfd.t.td{i f - - - - - pF �.g� � , ,,. 1 i REFERENCES. � / o ro .4 d � QJ 3 2 o S.� , GAS METER ! MAILBOX 2 +30.2 v t 23 W 29.47 e 3 W _ d �, , , ESSEX COUNTY REGISTRY OF DEEDS 73.86 DOOR r 2 >_ o r W N F PAT r. � RICIA GROVE & N o. l / DE BOOK 18842. PAG 8 SPOT GRADE :-� ;_ 3 s3 � � o �, EDB E 4 5 � � x ijLILLIAN PRINCE 0 1'1 WEST AVENUE .� _ cn � � 6.1 DEED BOOK 24030 PAGE 425 � n- u-i W WATER LINE _ ', ` �, _ . 32 DEED BOOK 13366 PAGE 150 N J a- 7,750± } 3 ± - 235 iv F- v w N - ! 7,750 Sq. Feet o N o J A, 1 \ o .. D t 1 w 6 PLAN 1 >- N / 0.17E / PLAN BOOK 86 47 .. .. DRAIN LINE o o co 30.05 r \ Acres ! C. R o °�.. r. PLAN BOOK 183 PLAN 76 r m m i / / ! 9 0 m C7 � I t p �\.. .;, m o w S � o #331 2 t � Vl PLAN BOOK 951 PLAN 113 0 0 U- SEWER LINE 3 j 231 PORTION OF 30.4 +29.8 e N/F LEE FAMILY ENTERPRISES BUILDING `" 1 PLAN 134 OF 1967 � om w .. UGE ELECTRIC LINE a ! -__ ____ PLAN 226 OF 1972 = ma _ a o 331 LAFAYETTE STREET CONCRETE ENCROACHES 5.4 c� 18842/485 0 \•.. PLAN BOOK 388 PLAN 93 cn o v ¢ cn o T Z/ �^, PAD PORTION OF TELEPHONE LINE z , BUILDING d N F � 3 � .,. 23 5251 S . 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Feet 33.24 ..� 5,865E Sq. Feet d r > a �• > f � 2 1 2 STORY I� o 0.113± Acres I 0.135E Acres 32 °, u a ,f j 1 HEREBY CERTIFY THAT THE BUILDINGS ARE LOCATED AS SHOWN AND THAT THIS w a 1 / lffr 233 W 3 WOOD FRAME 1 c �5 dd g o _ f PLAN IS BASED ON AN ON-THE-GROUND SURVEY AND PRESENTS THE FACTS AS w LO t N = d _ 2 FAMILY W o. WOOD DECK \ PEAK 66.58 J 331 �FAYETTE LLC _. __.. ,\ .. .- _�, , 32.5 13 : o c7 f r ! # FOUND AT .THE :TIME OF THE SURVEY. l d t t f DWELLING & STEPS > w D h - f ¢ 34478/81 r � < t 'I v , Cl) f h BIT. CONC. f ,; � ` ..- WOOD E,, _ ZZ t O f C t� � 5 7 , 3 r DRIVEWAY v _ LANDSCAPED 1 ; DOOR # � �,, _: �.� o v , y I ,, � t ,,2. � , STEPS I m : �.._ Z f. f a BULKHEAD P d� � � 35.13 0 11 - - - DOOR= .: •ff t test f.J ff I : 1f rt 41f/fJ/t f8f ft f f/ ffffrr d! t i - - I O r Q i � to ,, � ' ..LL,.L......; BIT. C NC tffflta„ ff,f,,.fl _ I d ''•f..; BCH OF S ,. 't + 3 _ f +32.2 11.7 r FA s t �� 6.66 - � t V �,fff: rt 11 \ 'S o - DRI STONE PAVER q t - m - ,3:, ' WALL o y z _ +33.7 cv c t ED C5 1 1 ITTI +3 f W > DOOR �, / . -,. GRASS ..._ o ARCA r :enj 13.01 . ---- ,. rr f O - is! ( _n7 t _ p ti DIXONDI33.52 � -, W -,ir r eeertff,trs/.fi/• ..is i , . w .) . . » . - . 32.66 ,f f �. - �_ / _ o No.343041 u, S76'1818 W 88.30 . 1 84.00 0 7 818 W 38.00 40.00 50.11 � c 47.44 C / CONCRETE S WALKo BIT. CONC. SWL - '`32 �isrER _ w VG C „ BJ 9 f „ R O ! ,9 > E ' .p - ? it > BIt. W 12 VC DRAIN ti S L IFR D --o- D .D D D D £9PdE.- D D D D D D _ D S W c� � w wDI _.. C- S 1N W yy W yy , sY ALK 1 VC SEWER W YYv-- W W (n 3 (B1) s 22 ti -W "�- w W w w w w W w w PROFESSIONAL LAND SURVEYOR DATE d- - - �` S` -S - S--• s s . s S o - o o ro D b- - cV (R1) �-. W. w 12 TER oy J J J J W W w -e-�• • L- W w w w w w W W E (n c, �. o w w w w w - - w w -- .- I M y> 4 GAS G G G - G G G �• �• w G G G . G G G G G t _ EOP �._. .W. . E cv OP .. t Z W U w J C __ _ .- DMH - J N 3 MH BLOCKED DMH �► (BLOCKED) RIM=33.08 I - SMH. _ RIM=29.07 � � RIM-33.58 RIM=3 . L - I _ 2 31 r� 15 INV. 27.1 » = cV o V.= _ 18 INV. 22.6 I 8 IN 28.3 � 8 INV.-26.8. L- ca i Q N o w : Z V♦ I- CLLu PLAN NO -� TES• f '^ 1. w THE EXISTING CONDITIONS INFORMATION HEREON FOR 331 .335 LAFAYETTE STREET AND ND 5,7 .-- & 11 WEST AVENUE WAS OBTAINED FROM ACTUAL FIELD SURVEYS PERFORMED BY DGT SURVEY M W cn GROUP-NORTH SHORE ON JUNE 1 & 2, 2015 AND JANUARY 14, 2016. - M Q O 2. ELEVATIONS BASED O cn E N NAVD88 AS ESTABLISHED BY GPS OBSERVATIONS. w 3. THIS P l.a_ LAN IS PREPARED FOR OUR CLIENT USE ONLY FOR THE SPECIFIC PURPOSE. OF OBTAINING PERMITS AND LOCAL APPROVALS, AND IS NOT TO BE USED OR RELIED UPON AS A CONSTRUCTION DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE I,n . MORIN-CAMERON GROUP. . ZONING DISTRICT BOUNDARIES COMPILED FROM CITY OF SALEM ZONING MAP DATED AUGUST 2006. � 5. BUTTER INFORMATION OBTAINED FROM THE CITY OF SALEM ASSESSORS AND GIS. M 6. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE BASED ON LOCATIONS OF OBSERVABLE FIELD EVIDENCE AND RECORDS OBTAINED FROM THE CITY OF SALEM ENGINEERING DEPARTMENT. ACTUAL OC - - L A ONS SHORE E FLOOD CERTIFICATION:C 11 MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, NORTH SHO R o I ATION. oR E NTNG, D GT S U RVEY GROUP N O z EXCAVATING, BLASTING, INSTALLING, BACKFILLING GRADING PAVEMENT RESTORATION REPAVING U� VI OR A DIVISION OF DIGITAL GEOGRAPHIC TECHNOLOGIES INC. PLAN BY EXAMINATION OF THE CURRENTLY APPLICABLE_FEMA FLOOD MAP THIS OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN CONTROL Z � N n OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. SCALE: 1 _ 20 - PROPERTY- LIES WITHIN A ZONE X (AREAS DETERMINED TO BE OUTSIDE. „ - CALL DIG SAFE AT 1-888-344-7233. THE MORIN CAMERON GROUP ASSUMES NO 18 CENTER STREET TEL: 978-465-9992 (J� J THE 0.2% ANNUAL CHANCE FLOOD PLAIN) AS SHOWN ON THE FLOOD Q _ U RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF U11LI11ES OMITTED OR INACCURATELY I- 0 INSURANCE RATE MAP COMMUNITY PANEL N0. 25009C0419G ICH Cid tsurve .com a- _ WH i SUITE 1 Info 9 Y X Z z 0 10 20 40 SHOWN. BEFORE FUTURE CONNECTIONS, - BEARS AND EFFECTIVE DATE OF JULY 16, 2014. THE APPROPRIATE UTILITY ENGINEERING DEPAR1TvlENTS NEWBURYPORT, MA www.d tsurvey.com MUST BE CONSULTED. 9 z _ U , 01950 - _ Q 0 THE MORIN CAMERON GROUP, INC. 2016 0 PROJ. #3359 I I i ZONING TABLE PARKING TABLE USE RE%LIRED RESIDENTIAL ONE RESIDENIAL TWO BUSINESS 331-335 LAFAYETTE 5-7 WEST AVENUE 11 WEST AVENUE COMBINED LOTS 1 SPACE PER 150 SF GROSS FLOOR RETAIL BUSINESS & SERVICE FAMILY (Rl) FAMILY NEIGHBORHOOD (Q11 STREET AREA, EXCLUDING STORAGE AREA ESTABLISHMENT 1,500 SF / 150 10 1 SPACES 77,R up SETBACK REQUIRED REQUIRED REQUIRED EXISTING EXISTING EXISTING . EXISTING . PROPOSED 9 ""1"' z RESTAURANT, 3,000 SF 36 SEATS + 4 EMPLOYEES (1 PER cn r- MIN. LOT AREA 15,000 SF 25,000 SF 6,000 28,443 SF 5,865 SF 7,750 SF 42#058± SF 42,058± SF 4 SEATS + 1 PER 2 EMPLOYEES) GROSS USABLE FLOOR AREA 0 m wx Z MIN. LOT AREA PER UNIT 15,000 SF 3,500 SF 1,466 SF PER UNIT 3,875 SF 11 SPACES (n Z 0 Z Z 0: o < MIN. LOT FRONTAGE 100 FT 100 FT 60 FT 318.48 FT 84.00 FT 40 FT 442.48 SF 442.48 SF BUSINESS OFFICE: 16,000 SF -j 16,000 SF 1,000 SF x3 48 < z MIN. LOT WIDTH 100 FT 100 FT 60 FT 187.7'(LAFAYETTE)/l 23.9'(WEST) 82.54 FT OF, NET FLOOR AREA (3) SPACES _j 40 FT 187.7 FT 187.7 FT w U) Z RESIDENTIAL: 1.5 PER UNIT 2 UNITS x 1.5 3 SPACES MAX. LOT COVERAGE 30% 35% 40% 35.8% 35.2% : 12% 30% 19.5% TOTAL REQUIRED 72 ,SPACES Z 0 < TOTAL PROVIDED , I , 72 SPACES MIN. OPEN SPACE 5.7% 24.8% 80% 22% 10% Lr > Z 0 1.6' (LAFAYETTE) 1.3' (WEST) 12.8 FT 1.3' WEST 4.0' (LAFAYETTE) 13.0' (WEST cr co <15 FT 0 .F6 MIN. FRONT YARD DEPTH .15 FT 15 FT 15 FT �TO OVERHANG: 12.0 FT± OVERHANG: 2.5'/ 12.0' (WEST) TO OVERHANG: 0.6'±/ 0.3'± 1.6' LAFAYETTE u�ol > PARKING NOTES: w uj MIN. SIDE YARD WIDTH 10 FT 10 FT 10 FT 0.1' (LAFAYETTE) 5.0 FT �l 0 FT 64.0 FT EXfERIOR PARKING SPACES FACING LANDSCAPE BEDS ARE 9' UJ c� ti W , z MIN. REAR YARD DEPTH 30 FT 30 FT 30 FT 22.8 FT >30 FT WIDE AND 17' LONG WITH A 2' VEHICLE OVERHANG. ALL cn .0 co OTHER NON-ACCESSIBLE PARKING SPACES MEASURE 9' WIDE . z MEAN RIDGE 35 FT MEAN RIDGE = 28.5 FT ± Z 0 r MAX. BUILDING HEIGHT 35 FT 35 FT (1) 30 FT 40.5 FT FT w < �_ M MAX. HEIGHT 40.5 FT MAX. HEIGHT = 33.3 FT ± AND 19' LONG. ACCESSIBLE PARKING AND LOADING SPACES U) _j 0 L MEASURE 8' WIDE BY 19' LONG. MAX. BUILDING STORIES .2.5, 2.5 (1) 2.5 2.5 2 2.5 3 STORIES > L) 2. EXISTING SITE CAN ACCOMMODATE 35-37 PARKING SPACES. MIN. BUILDING SEPARATION 40 FT 30 FT 23 FT 23 FT <1 0 FT 23 FT 3. NET FLOOR AREA EXCLUDES SPACE FOR STORAGE, HALLWAYS, S TAIRS, ELEVATORS AND UTILITIES. ETTS Z 0 PLAN NOTES: 0 1. THIS PLAN IS PREPARED FOR OUR CLIENT USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINING PERMITS AND LOCAL APPROVALS, AND IS NOT TO BE USED OR RELIED UPON AS A CONSTRUCTION "00 DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE MORIN-CAMERON GROUP. 2. ZONING DISTRICT BOUNDARIES COMPILED FROM CITY OF SALEM ZONING MAP DATED AUGUST 2006. C", 4? 3. SEE VARIANCE AND SPECIAL PERMIT GRANTED BY THE SALEM ZONING BOARD OF APPEALS ON JANUARY 20, 2016. C jT C) C14 EXIST. TRANSFO MER C-) DEMOLITION NOTE: 0 Ld 'Xl 0' DUMPSTER PAD AND TO I REMAIN M 0 C4 9 CL FENCE ENCLOSURE 1. ALL EXISTING STRUCTURES AND ASSOCIATED UTILITIES TO BE RAZED UNLESS OTHERWISE NOTED V) ............ V) CD FREDERICK NEMIROVSKY < 5.: 04 327 LAFAYETTE STREET ON PLAN. DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL LOCAL, m ;�: Of STATE AND FEDERAL REGULATIONS. �i m rn m 16330/93 m Ld CO m *.......... LL. ca E b L.L. C-5 of ---z o Ljj EXIST. FENCE TO BE REMOVED twaM Ul (n < uj CL < OM SUBJECT PROPERT Ld w m 0 < FR MURBING NOTES: S877 0 0 0 < cf) 0 0 1. VERTICAL GRANITE CURBING TO BE INSTALLED FROM STREET ENTRANCES 10 THE BEGINNING OF _0 co NEAREST PARKING SPACE. 2 7 USED. 2. EXISTING VERTICAL GRANITE CURB BEING REMOVED SHALL BE STAKED ON SITE AND RE puu PCC 3. CONCRETE CURBING SHALL BE PRECAST OR EXTRUDED IN PLACE. < _0 C/) 4t, PROPOSED DSCAPE AREA LAN Q� --o (TYP-) co M.U.T.C.D. LEGEND WIDTH HEIGHT SYM BOL c cn PROIP. CL 0 BIT. C(ONC. CD 04 17' En z: PAVEMIENT PROP. 6' HIGH -1 3099. Rl 0 SCREENING FENCE 30" > r 19' 19, 215' AND PLANTED C") PROP. BUFFER (TYP.) BIKE RACK Lu (D JIAJ > .5' Lcj R5-1 30" 309p cc cc PC C CA 14.00 7C) Ln 129' PROP STEPS 4 uj HANDICAP PARKING PROP. NOTE: SPACES & SIGNS SEE MANUALr ON UNIFORM TRAFFIC CONTROL DEVICES AND MASSACHUSETTS 44PROP. PL b co ANTER BUILDING TIONS, BED (TYP.) OVERHANG HIGHWAY DEPARTMENT STANDARDS FOR THE LATEST SIGN SPECIFICA TEXT, DIMENSIONS, COLOR AND NOMENCLATURE.r N/F CREGORY & CYNTHilA co p ZAWISLAK SIGN SCHEDULE 17' 13,WEST AVENUE Ally�e 'cq 25955/113 PROP, MIXED-USE COMMERCIAL BUILDING (NOTTO SCALE) ck3 FOOTPRINT AREA: 8,157 SF Q Q cc lst FLOOR=4,500 SF COMMERCIAL 220 3 c'4 657 SF OFIFICE PROP. __j LEGEND: 2nd FLR=8,287 SF OFIFICE TRANSFORMER < V) C4 C4 3rd FLR=7,944 SF OFFICE PAD -WOOD.'., GROSS FLOOR AREA: 24,388 SF 19, CATCH BASIN U- Q EXIST. REMOVE AND RELOCATE EXIST. co 0 < C;d 2 -FAMILY TRAFFIC SIGNAL, BY OTHERS 'w DWEL DRAIN MANHOLE LING TO z (n Ld 1E WITH CITY 0 'k -- V) 0 (COORDINA F SALEM) 2 1/2 STORY REMAIN < __j HANDICAPPED PARKING WOOD FRAME uj cq rr_ 2-FAMILY m PROP. PROP. PAINTED TRAFFIC FLO C) 'PROP�'. DWELLING W Cf) v PROP. BIT. CON . r -'IN - - tj---- I BIKE RACK. WOOD PIAZA j DOOR LANDSCAPED PAVEMENT STEPS AREA 4 PARKING SPACE COUNT 93'-gm (TYP-) +32.00 EXISTING SPOT GRADE F "Mllf ' ... I . .. . .:.� . '. . ...I- �. . . . - 1 $ STONEPAVER ........... VGC WALL U) CURB _7 VGC GRASS B N BULLNOSE GRANITE cn cc CONCRETE CURB U) 38..W EXIST EXISTING < SL S7618'18"W 40. ................ ........... ............ I Z)IUL VY Lo ........... ................ ................... ................................. TYP. TYPICAL _c PCC vc VGC VGC BIT PRECASTCONCRETE CURB to CONC. PROP PROPOSED WALK PROP. SIDEWALK Vcc VERTICAL.GRANITE CURB . EASEMENT (131) PROP. STRIPING AND CURB REALIGNMENT -(Rl; Cl 13Y OTHERS (SEE PLANS BY STANTEC PROP. 5' WIDE CONC. SIDEWALK 0 DATED FEB. 2016) & VERT. GRAN. CURB FE - 11 -----r. .,,A OF DGT SURVEY. GROUP NORTH SHORE ... ........ .......... .................... A DIVISION OF DIGITAL GEOGRAPHIC TECHNOLOGIfES, INC. 0 .PLAN ED RD z: INTERSECT10N IMPROVEMENTS BY OTHERS 0 D ON < SCALE: 1" 20' (COORDINATE WITH CITY OF SALEM) L) No 18 CENTER STREET TEL: 978-465-9992 0 SUITE 1 info@dgtsurvey.com C5 6 lb 20 40 NEWBURYPORT, MA www.dgtsurvey.COM z: 01950 (D THE MORIN-CAMERON GROUP, INC. 2016 PROJ. #3359 7_1 .. . . I I ______ - - I I I lww� I I i 'I I I I.-1-111-,-�-�''-�-.-.",-----------,.--.-.--,---- I 1-1-1 ------,.---- __- ____- -------------- ___1--- -- - 11 - -- __ I___- ---- _ - -. __ ____ __ _______- j I - I.----- -_ -_ - _____ --- -_ -, --_ --_ '11, --------,- - - ,,----- I I . � I I I I I I I � . . . � I . . � I . I � I . I . . I � . I . � . I . � I � . � � . I . . I I . . I � . . I � . . I . I � � � . I I I I I . : � � � � � . I . . I I � I I I � I � I I . I I . . I I I � . I � I . � I I . . � � I . I . . . I I . I . . I I � I . 1. . I � . . �. � I . I . I I . . . I I . I I I I . I . : I I I I I I � I . I I I . I I . I . I I . . . 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I . .� I � : , . , , I .� _. � I � I ,� � - -- J----,-- L , � � INFILTRATION FACILITIES AND REPLACED WITH CLEAN, GRANULAR FILL � - . I I � I . .. I ,Lj.�,, r � I I . . I L : I * ,. . .. : w .. .- . 1 � I I . . I . 11 . . . I . � .1 I . I EXIST. TRANSFORMER L 't- 1i--,, . . .11 I I I � , I I. � � , . . , I I . - L I L . . . L I 1,,,�i�,,�-" I _j : , L � � L I ,,,, :�;, L � L L . . . . . I L . I �.� I- : , . . I � , I I . _ L . . I I . :L I * � I. , . L. . .L , , .,. I� TO REMAIN . t . 1, . I 11 . . . � I .� L . .. . .MEETING THE ASTIM C33 SPECIFICATIONS (CONCRETE SANDY' . . I : I . I .. : . . : L . u , .:a: : . . . . . , - . I . � I I I * . I . I . L I � � L . . I , . � I L 1 24" BREAK �L . . . ..I .. . I � . - . I I L. � I . . L . . . I. � .1 I . . I I I MAH . I �u_ �< I 9'X1 O' DUMPSTER PAD AND � L : , . I L . I : I 'L , L . � i in I . I . I . I I I w -j . � L . I . . . . 'L call ou I 0 � I . I L - L . I I . I I L . I . . , . . 1. I I . . . L � I � .. . I "' Z C)-'- . . . . L I 0 I L . I . L . ,� ! I L I . I . . .I . PIM=29.07 I L Q . . . : � FENCE ENCLOSURE . . I CB-2 � I , .. . . I L I -,IN"kCURB L "IL............�� , LL � I L I I . . L I I 11 L . . I I I .1 I I . . . .L �"_��,"�"�,�`L W M a:co I . . I .. I C-3-�� . " � FREDERICK NEMIROVSKY I . L . ,L I , I f-, . . . . . . I . : - I I L . L 1. 1 56" . . : I L . I I I I . I . ",,1�1' I 0 - ;� �, I I , ,^,:'',, - ! . . . . I IL . I . .L 18" INV.=27-.6 L L .. �-_ Gi , : � L L' I . . L . -- a I I I . .I . I I : . I . I L. . 1. L I I , � , ,- (n I L . . I 0 : MM=2&70 � L � . I L . I I 1 :6. .CATCH BASIN AND DRAIN MANHOLE RIM . 1 � I ... . 1, 11 .,� a) i . . I I . I L 1. I I �, . 327 LAFAYETTE STREET L I I I . 01 "I - i�_ ," . .. I I . . 1 I . . .SIZES MAY .NOT BE: ILLUSTRATED L . L I . I L � . - I 11 . 11 I,"%-"#" (n w =i _ L I . . . C-) . . . . � . I , - .1 � L . . . I � : L . . I I . I L . . . �-_ - I . .. -I-tl : . . . I . I ,�",�.,..-i* I I I I I . I : . . . I I I ,�'�',_,L" M > ' - INV.=25.00 . . - 1.9--_1 %. ,... i RIP-RAP SLOPE , , . . - . L � . . I � . . I � 0 - . ' L L , i CONNECT PROP. Q" HbPE PIPE' . . _f . . I . -CB-1 � � . I I I . I I I I I I L I 11 . L LL ,... .. . I . �' , , , L 11 . � . 11 . I L I . :L I L . L. . I L . . . I C2: COLOR VARIES � 1,^d � w m ru 9 , . I I . - . . I . I L L . .. -.,- .... 1.___'_.:.'_;�'.. III LLL. . . L. . , L : .: I . � -,�: i I . 1 . .� . . L I a I I L . I . . I . . I . I t wx . . PROTECTION ,. .. L .. � . I I I I I . I . I �, L . I TO EXIST. DRAIN MANHOLE . . . . I / RIM=29.50 - L. L .. . . . '_� I . �01* .. . , L. I I . I .. L �. L I I . � 11 L L .. . L . L L ALTERNATING LENSES OF , . 'L (1) I uj -j r-r C-. , . I. L I . L . . , , L . L . . , � I . I . �L I . . I I I I . .� Q")� , :� : * - L . L I I : , . �-��-j,�,,�,,,� - U J , I . I. I I INV.(IN)=23.10 �' L I / / / . ". INV.=24.15 I EXIST FENCE TO BE REMOVED , . 41�717 11 , (d5b : � , L : I I L I . : I I . L L L L I . 11 L. ",-,, _�r :5. . E� I . . I I I . L , . . I I I I I . . . . . I . I I I I 0-- MED-COARSE SAND V I . : qrl; Ly o C? L .1 .. �� I L . - '. : . I �:: � L I . 1. . . I I I I - . 1 . I . . I I V) 11 - " .k. - FROM SUBJECT PROPE5[Y,-,, I . -- Qj0j1%; A 041 . '. -3 ::. .1 I I I . . I I I . � I . . .1 . L . I : f� 0 "',NI��, d" Z 6 icz;)Z I I . . 11 , , r� I I . I . I !,--CB . .� :L I I I I I . I I L . I L I I . I � . L L V - I I . I L . FINE SANDY LOAM . �_ "I _= , - : '�'�'�"""-'�� < �_), L . . I I . ,1. 1 . w - . - _r- I - I I I I I . I . ' � . . .e.- - - I . -1_T__- � - I I I . . . I I . .1 . I . . I . I. I . . . . - "k - I I 1 . . . _ ,Q - .-- M :70: 1 : (DOME GRATE) ' ' j '... I . L . I I I I I 1. . . . I . � L 1 . . . I , rz,::7---Ty , - .. L - _-. i . I . (11"-4" THICK) . Z. -, � a- . '" " ,,, , - . L . . . I L% ,��,,,,,',,,',';-`-�,��',' 0 . I I . I � . .i�_ , I �: . I. ..: / I L . . L . . I I . ",","',,,," _j ' L ' ' . - I / 11 :.....:. %-t , I - - � -: . . : �, : * I � . � �� . .. .!-,.., T��_�. . . . :. L . � I L . I L . - I I . "I I - ��I �71. W�wrynl; . ' . I � ' ::: L . . . A:?j Q%w . __( 5 4:�� k . I' I � �, . A :1 RIM=2Z9O ,� V . � .� � � : - 'GENERAL UI L. L . . I . I L I . . - I .. . L L .. I . - . L I . : . I . /L / . ,�.,. I . K I . \ L I .: L 1 - 1 . rES: . . I . I � L . �! , . LL . .. /-O.Z0 . -_ .. AA ,-- . . i ._� , , ,%:,.. :: A L .� L I L . � L I . . . 1.� . 0 L . : I L . . I . . . . ___11_3� �. - �. ;.�".-- � . . L I � '. "11JE: I . - I I � .. . I . . ;.:I L I .� : L L . 140� - I . I. . I . . . L . I � D. : , , - - , - - i -..;,.,.:,.-. '..,� . ' , L INV.=24.85 .I I I L L I I . L . I � I . - . I I I - .1 .1 ep 1� ; , y I I Q� : /128.70 . I I . . L I . . . : L 1 2 �8 1 I.- . *.*. . *", , ,,, - i � . I . . I . I . . : . -1 .1 om i . - - ._...... . .�� I / I . . . . L I I I . ___1�D ) I . . .�. i....... . : .Z��k,A-_' tL L 1,*%_ . . . . � I . * REMOVE EXIST. UTILITY POLE IN L I . I 0. � 4 11 . I ��:,�.-. __ __ r � L . k"%�< k � ti L . _%% . I/ ' 28.50+ .. , I I I .. "I I I L � I I I � 1. THE CONTRACTOR' IS SPECIFICALLY CAUTIONED THAT -THE LOCA11ON *AND/OR . .. 96" L I L . : I . I . L I ____ t's .�. +,J� k k �?U____ . L I L ,.; . . . . /FF // 0or I va I . I I :, .. . . L - ' . . L NO REF6SAL , L I 1. . L . I L COORDINATION WITH LOCAL . . �i ., .- /:/ I I " - . *.L / . N . .I . I . L . '. . I . . . :: .- I ' i'� ; I . KA, I I ELEVATIONI OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE , � . . I . I . " � L ��,\ . '�" (n . - 1 %�_ I : . NO OBSERVED GW - I 11 . UTILITY COMPANIES . �I I . 151 , , . L kj� I 1 4 . . - . . . . . I . I I I L L . I 1;) LA . . - . I � 11 L - - ...'... . i 24" BREAK IN CURB , - . . . I .- ..� . PLANS IS BASED ON RECORDS OF .VARIOUS UTILITY COMPANIES AND MERE . ,: I . I . . I . I : � � L . I . .. . I . I / - / .c:-;�k.1, a I (::) �. � L I I .... u I . , 11 . , I L. I I . I . . . . .. POSSIBLE;" MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT I � I L 1. . L. . L L 1. I . . L L . - . I I I . I I � L . . I I 4 I . . . . . I . � ' '. .1 - , I .. . .., J I : I IL . . .. I I co . � ) . '.% z . I . . . . . Z_ -5 . , . I . . . I L **% L L . L I I . . . I I �AIJSET,rs I I . . - q �_-- I 029k I I . - . .1 � \ - _j � I _,L I : . .. . I I I L I I . � .. . I . . ., . . . L L . . L If L 11) ;- :� 1.00, --- -_'. I . �'L : : . I % � 711 � . . . . L . I . ; L L TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL _. �� . L , I L I 01. I . . . I I ��' , L . . 11"��, . "' " . L . . I , . . . . . I I L . . '. I/ �.,.Ie. .. I I � \ I , 'L -11 L . . . ,L I L .. . I I - � I . I . � 01 I . I I I L L . . L I I .. -T,, .."', , I - I` " � : . I I . I I I 11 I � I - .I I L . . . . V, . I IL I . I I -1��F- - L . I . I _-- �.,-- - 1 -,�ORO UNDERGRO)UND UTILITIES AND STRUCTURES SHALL BE VEMFIED IN THE FIELD � I . .I . . I � .. . Q.6 - Q . . . . . I , , I ; ,*% I I : . L . I . I L Q ml 9, . � I OUTLET CON 0 %, � , , \ I- ' I L L I 1, I I . I . I w . I . I I . . . L 11 I -1 I I � I -, . ,! . ... . I . % L [.j I L . I I . I I I . , t:,-c�ze a cc. . zw ( N 10, . ", i k,IV; � I ,, . . I I . I . . � . . . L L .1. I 11 (I , N . .. , , I I : . AREA (TYP.) . . - � . I I BY THE CONTRACTOR PRMR TO THE START OF CONSTRUCTION. THE , . . I �. I I 'L .1 .11 11 1 . I 11 . 1 L L I 0 1 .. : _ . 1 , I . . . I . I IT . I I /11 I--" RUCTURE (OCS-1 ---. _. A ,I I I , 1. : I . I = . _,-�;;7 . L I . 0 -.1k 0 10e I .1e ST � \ - I I ,�� - . . . CONTRACT,'OR MUST CONTACT THE, APPROPRIATE UTILITY COMPANY, ANY , 'L . 8 � L I . I . I . L . I r:-> I., 11-11 ..01 / I ,V; L � L I V.Ss- 1-,:... I . , L I . . : , , I L . .,� � I. . �- "09 I � I I . L *, I . �: I I I . . . . . � I ,Gn, , I I I S=0.57o ,,"' % X-, . \ L . . - � . � I � . I. . L . . - . - I L I , . ,-DMH-2� " : I I : . . 1 . I I I I L I - 1, . L \ '51 L --. P'.: I v Rvp � .: ,: I GOVERNING PERMITTING AUTHORITY,� AND "MGSAFE7 AT LEAST 72 HOURS , . . . . . . I � . . . I -/ kp RIM=31.50, NV.(A)=28.90 I N OH VY � ,,,I w/---- 1 ", 107-LF L INV.(B)=24.30, INQ-2M � M 7 ( . 6' HIGH ' . � I -L . I . . I L . I I . L . ,L J, 1� 1111H I � , \ _:�_--_I_ __ - I- RIM=30,40 jQ*:: I .. . .1 . L I PRIOR TO ANY EXCAVATION WORK TO REQUEST. EXACT FIELD LOCATION OF L .� L L I . ... . . .. 1. . .. . I �, . I I L L . .I J ., e�____ mwmK=mwI I... L SCREENING FENCE ' ' , � �_ . 11 . I I I . I I .. � - I I 1 �, 9 22 " , . 14!-- ME---m (G) (8) -3 . I INV.(IN)12C5Y _ 1, i . I UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES . . � . � I . . 1 6) ;!. L I 0N VV---- .1 .. L. . I . . . I . I I . � '. ,L . 1. L � . I I p k I . . I 11 I . I L - . I DMH-1 Of-IW-..-- .11 . -_ T I.`..I:.- . 01410 PLANTED . �,L L � . INTERFERI�qG WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE . . I . I � . I I . . I L . _�,- 71 m . L� Is / I I .S=15% , 6 .',-:� I . L I I : I . . I . L . I L''. . 1. . . . : . I . . I L I 1 I I . , - , L L : . . � I L I . I . . L .1 � 1_� . I L . .. . . / I I .. / - :-:.-"",:�*-.,-, .; \ .-_\ I L . 1 1. BUFFER (TYP.) , 1. L � �, REMEDIAL ACTION SHALL BE TAKEN BEFORE PROCEEDING WITH THE WORK. IT , I . . I � . . . I I : I .. . . I I. . I � I ' ' -�- .-'2§-- - ';�_ ' J.,%�. I . I . I / L/ / �7 RIMMOO . .. \ INV`.(OUT)=2& . L . . 1 / .,,-:-,.,.,� .-.- %. , I I.% . (A) . I . _: � ,� L �� . . . . . 1 . . , 'L L . I . I . L ..:.:1:.. L . . q * L . . . I I . L I I `* k, . \ . , I _ . I - '. I . SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL . I I . . +L' I . L. + I ,:,-,� .,:. + i I . . . . L . , - 1 32 \ ___ __I -. � . I I L -Q. I I C1 . J , ."...'.. INV.(IN)=23.70 �.',.- ., , � NOTE; INSTALL SILT SOCK EROSION I L . . I . . I I I �-.- ".. . I I / I � I .......� L ,t-.* "I I I �L t� �:J,.* . I .I I � L . I .: . � . I I + I 1 67 1 "--".`,"-- 165 , , ...., - � .. : I CONTROL AT LIMIT OF NEW FENCE L ,: . . . . I � + . m - L . I . . . / L '' IT _/ INV.(OUT)=2 . t.. ... I " \ . .EXISTING UTILITIES WHICH CONFLICT WITH I I I . I . 4� 29 47 . . .-� I " AST . THE PROPOSED IMPROVEMENTS , 1. I . I I I : . .;�, . . .� . � . . . . . , I �. I . . 11 I . . . . . . . :,� � I � . L .. .: . . 'I, . . L ,.:-%!.".*;-.1 . , / I I . - I . L . I A_ . \ \ .� .PRIOR TO CONSTRUCTION I SHOWN ON THE PLAN. � L % . . . I I I � . L � L . L . I L . � I . L I . '. �_ I A,.Ito 44,� . I , . ... :"� I. I I L . L . + I L I. . . I � L I .: I . . I . . I � 001 �i ... L . Aj \ -7' �i;--1\ \ L :'.L . � L. L � .* . I L . / , � . I M _; \ L \ �.- __._ 1:1� . . , � ,, . L L I I . I . . . +1 . I : . I . . . . . I . .1 11 � . L . . I I i . I . I ''I L. . L+ I . L . % . . .'L . ... a : .�, - . +3 q-_46 v ___-_�" I i OR +3Z22 .1.� 1 . 3Z40f \ I . : ZIE: I' , + I .,'-'U.':,- i 8.1 1 L . . � I L. L I L , , .. . L 2. ,THE CONTRACTOR L SHALL ..BE I RESPONSIBIL.E I FOR ESTABLISHING AND I I . L I I L . I I I -L . I 1, .� . . I L - .� . L ''I I . � ..- - 1 I . . . to L I I . I I L . I / / O.48 - , . I- �4 - - 4.* , - . . 4 . . \ I L \ q - \ -'.It' I L 1, I � L ' ' I � , : L, I I .. . I I . I . . L I 0 � ., .� . 4 * 3�.9�,-_L'�'.. .4 -, . , . -e "' 32'.90+ 1 , --;-\--7`-- _;I- I k-,,\\ �'I-. - - - , I... .�. I . MAINTAINING ALL CONTROL POINTS AND L BENCHMARKS NECESSARY FOR THE : . . I . .. . _j 3� . I .1, - -'t_ _ _�' . .. .. , .', - -_.:L.- L I . " ( i ) . � . I I I . L 4t . .. _4 . . !- rt�M . . . . . d. ..- _� I C) I \\(k ____,__,f_A T-1 - I 1 1 . I I . . I I . I L . I . . . .80.. .. , I . ,,__. __ , . . I !, � L . I 1. . _j d I I I . . . I . I I . I "'i 30§ q 111_ - , 4 * 1. I . \ \ I , . -I . \ � . . I . I L 11 . . . L' I WORK. � ., I I . . . I . 1.� I I I 0 .;;�, Ld . . . . : 1. I I / " 01-."411. ,�,�!�7��_��,�,_,,,�,,��,,,��','�.'��,�-�'I'��-�;s�L,�- . . I . . / / i-,o I I - . I . . I I � . I L . 0 C14 � . . L . . 30.05 jw �`, . . i :. I � t'D I .. I . L I I I . . I . i I I . . . I I . . . . .;�2 . . I � . + _/ a I . . . . . . I , � _____� + ------- - � L I I . L . � � 11 . I . 0 0 a- . , >_ IL . I .+ .L . - / cif I . . . . I I Li . . 1� . ,,, \ �- , I . . I . I � . . . I � .3. THE, CONITRACTOR SHALL COORDINATE WITH I THE ELECTRIC, CABLE AND I + I L L . L+ I L . . . . . . L 0 ov-) am cn -c) .w<. I . . . - / ' L . L I I L . ,_ L � . . L . . I L I . I . I . . I .L .I I 0 - L I . I , I .PROP. 8" P-1 ',�_,+ - . .. . L . I IL . I I : I . I . � --, \_A/� ,- .I + � -_ ';�: '\ , -, //iL -, . . : I .. . �� I I F'D .... �. 33.30 . - LLL -- In I - I 11 11 I . I � I . I I V) , L . . . I L . + I 3� . / . I I 'I . I . .1 IL 11 HD E. \ I �j X I\ . :10.1, � . . . L .1 L . TELEPHONE COMPANIES, GAS PROVIDER AND SALEM MUNICIPAL LUTILITY . . L L I I . . I + ;�: C'4 L ::1 . I 1. + I I . . ',�) . . - , . . . . . L . . . . . L . . I . . I . 5.: . 5-: m r1l . I " I L . + . I I . . I . I . I , L I . I M m - 12 . . . : . 1 33.36 . L I - \ I . I "'i � - CA . . \ , \ ,., � . - DEPARTMENTS TO VERIFY ,THE LOCA,TION, SIZE AND TYPE OF ALL UTILITIES I . . : . � 5-: m � � . � Ix I . . 2 1'. . ROOF DRAIN ' . . � - ___-j 1 . . --------� . I 1. I . . 1 . L ., I I . � Im I . I I I . I . . . . . I I I , I 1 4 L I . LL I . CB-4 L I'. . . I I . . I . .1 m . . I . .4 1 . . I I .1 4 :',S=�.O ___\_n -.Y. . I I . , I . I L I I. . .L I . � . L . 0 .. : I L . I . I . ----- \ - . . I , I : . I I I . 1 I PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL GIVE SAID UTILITY- . 11 . . . . . . � . � I . C) L n W . � I . I - I . . . / / N .. 'i I 11 I L , I . - I . . .� % , . I 11 I . 11 I I .RIM=31.10K . \ "' �'.'.' . . I . COMPANIES ADVANCE NOTICE OF MEN - U11LITY LINES ELL BE INSTALLED. , . . I .1 - I � I - I : I = � L�2' 0 L;j .. . I . I . (O ,;;;;; L . . I 11 + � . � I .. . 11 . ,THF I , . 1. , I . N/F 0 . I . . � � I . I I . \ �L4 I I . . L . I I I . �, , . � . 1 V5 , , . . . / ,b :'. ; . . . . L , . I I . L . . I . : � .k� , / "" .. . A 1. "'.I . I .. . 1, I + . I . . q� - . ,. I � . 1 . INV.=25.80 0 . . L .I . . I . L ., . � . I . . . < uj a- :� W I - .--,/ . - --_L _'- L , I I I . : / L �� , it .. I' ��. L I . I I . . - N . . .�� . ' CYNTHIA � .: . L I L I . . . . I L � L . : L . . . L .. . � . . . 1�9 '0� . . I . . . L I L . I A. - 1 L: L . � L ..."-4,<' O.- .1 , A. L : �e. I � L . . - . .. . I I L . Lj O� X 0- 0 < L L � . , :, . i 11 � - . . in m 0 < w 10 I . L I I I I . . I . 11 . L ,7�7 L \A I I '.* � , I L . L . I IL . . . L 11 I , �,V N I . I ,. . ..._ ZAWISLAK , L .!. . L I I . 1 L I .. . L I I I I - . I L I I - , I I . . . . I . . I L . . . 11 � I ! �� 11 I .. I 13 WEST AVENUE � I 1. L I . I + . . I L I I I . + . . L. + . - + x 11� \ L ..;. �. . I . I . . I I . :1 . I. . AVEL"' . - " 11 , . L . _��b . I . \ , .. [� � - +M -__1 I .. ,I . . . I . � 1. I I . � "', - - , * t-9,;00-, /,-j-\,- :*.- -.'. .. -1 �� ,F:.)�,-.,*" I . L I . L it . I I Q --i . I I I I I I ,j N . L I . . . . I . 0 / . 4-N I . . kL� ,,, "!�,I � . . I . I . L I . I I I . L . __ . . �, _' __,�.,__ � . *�Q,-A 7* .".......` I 1 .I L . . I . I I I 1 . L . I I . , I . / Q: 1-mc I cm . I -1.1 I --I!` -- I UGE 10�0-4 . I I I I . . . , I I . : L . . . I _�- ,�-? Tj CIA ': , 'D-USE COMMERCIAL BUILIDING , i L 7C 1. \jd� I 1: . . L I : I I � I . I I .1 I � . �� I , ,7__ I I . - . - . . i " . *...-.,:�,l �,.._...._, L I I. I I I L, I I . . 1 4 . I " * I . ! I L 0 !Q) ...4 __� I ... + L+ . . ;�. j I . I--- I\, I I I , __, I L I I I . I I I 1",,,-m% IFOOTPRIINT AREA: Q157 SF �\,, t I 0 1\ !, _ ' . . . : . . I I I Q uj . . .SF COMMERCIAL I I� 1;�� --- _1VI I . I I .I Im IL . 1'..7401ji, ,, ,,. + I , . . I I TE I . I I ., I . m . � I j I . / It - � " I . .- . . . \ I � I . 31150+ I .....'..., . . . - I . . L K . . I ", * � ., I . . . 1st FLOOR=4.500 I . . . .." 7 -1____4' :. ... '._I— N. I I WA R AND SEWER NOTE . . . I . I . . I . . L . I . / C)3 C I.991 / . . �I .. �*.' \ I . __ . . :".00 :�10 �00 on; w.n... -. .-�.. ..!-�i.-��--*.- 1-! _� . . L . . . � . +. . . . . .1 . , I . . . . . 0 to / i I . 3,657 SF OFFICE " . . +32.80 "'-, 4 I 1 -, . . 4t2l:itttij 1 PROP. L I L � L. I I L � . . . . . . I < I I 3316+ �' 3136 1 - I . : . . � I � m . JV .. , �� , -A . . I I . . .1 . 1 L � � : . L, I L 11. i 11 .. - - �_ , -.., 1-i-,_ ", I "", " I . � . . . / . .41 1 . CE ,1 .. I .,- -- - .'...,*,,.,.'..".,.'.*,-.. .`,., '... . TRANSFORMER . - L . I . . . . . 11 I . I \ I 1-1�lm I 10 _ !�.`-. . .1.. ��,--- AT! * 1. PROPOSED WATER AND SEWER SERVICE CONNECTIONS SHALL BE COORDINATED I . - ..'. . , . a -" - � . I I A- "' .1 - . . ., 1� _/ I ,.:. , . -.*..:": _.. - L . I - . I '_ ", .:, A.. .. �- 'I -0 - 44 SF OFFICE . r I I " I I.. - . ,+_,"".____ . , .;"i. ... ..". ....1. ..! '.. f ,.,' PAD L I I . I . I . . I I . I . . If - / - , , L I I "� .1 L :. .*: _,�,-..,*,.,; , . ,__._,i�12S,":_ - - I I . ::. : "r I - I ' L L - ' . I I L . I . . I . L I I I I . I ; I � ,�? IX , . V .� ..' I I I I 1 4 1 . ... I � , . . . . �r / , : I i I I I L I , . .0;WIN..."...'...'.."',"' .., I I I I L I . . WITH THE !SALEM ENGINEERING DEPARTMENT. : . L . T I '� , N!"T"00 . I I L I I I . " I . I I I � . . .- I I L Al. ' . . *" *,.'*, :,**".%,"", - �il'-'."�;�"....'.--_'� . I� I L . � jL . - . * " , i . . . , L , . . .k/+ Q . . - - I� .., -, -, - -, : .. L I I I . I I I . .. . 4:., - . GROSS FLOORAREA: 24,388 SF . /-) .. , � .. - - . . . - ... . . I I I I . . L I I . . . . I I . . � . I ... - - .. .., ;;,:.."�.-., ! I . i . I . . . _ . . . I. . I 0 Ircco -�� I / L ()- '.::::' .. I . � - FIRST FLOOR ELEV.=33.40_�- --�__ . � I- . __ ___ z + . - - :.. .... .-.._,._-_ ..'.. . i EXIST. . � . I I I . � 1 2. A MINIMUM! OF 10 FEET CLEAR HORIZONTAL SEPARATION SHALL BE MAINTAINED .: . L . I. I . . . . 1 . V) I i I I. - 11 ,'7.. 14 1, .. I I L - I. . I . I I . . I . I - . .. �_ I �� . . . I . . . , � - - W -7-,, 31.50+ %,�, . � . S L UNLESS CONDITIONS . L I . � = � � I I . I , -, ..., 4 j . I I L I ,. I /11 - I . L I L 7 . .I . . I .. . . . . . � - . , , L .,1�24AMILY L. . I I I I . . L 1. I.. . . . ./ L A UGE . Q , 11 , - I . . I L I I ... . I I L I . . BETWEEN SANITARY SEWER PIPES AND WATER PIPE L . I I L L .� 'a . . . . i j� / . PROP. 6 LF 6" PVC �_ . I I L . . 47": / L / �. . ., .. 1.� L I + 1. . PROP. SUBS RFACIE ,-:. . `,". I "-� - I I . . I . � . . . L . . "m 11 � -, I , I . . L. 1,',* _ . . . f i I DWELLING TO . I 11 . . . . L : . . I .L+ I . I L I I . . - I L . L ,'.X�q. i -.1. - . . . . (SDR-35) SEWER . I . _ -3 15 ; 2 1/2 STORY I I PREVENT A LATERAL SEPARAT10N OF 10 FEET, IN WHICH CASE THE CONTRACTOR .. � � .. ... i I I . I L . I I L L 1") 6 L I . . . 4 , 4 ' L � . . I --___7-_ . / RECHARGE S�STEMI ��.`.� REMAIN + + I.:. . L I SHALL CONqFORM TO NOTE NO. 4 BELOW. . I . L . 11 I I L . L . L 'L . I � L L I . , .. 1� t, . L I 1 % L )�k :�."��9�, w,' WOOD FRAME �' I I I L .1 1 . . .1. I . I . L . Z I .I I <-5 -&) 3-k. i . .. .AV . . . 1 I L . S=0.02 FT/FT I ( I L L, . . � I *A I I . I ,�SEE DETAi :3r_`7'-- .1.� . . 11 I I �.\1 I... I I . I . . I . I . f 0 , L . � I I . I L * .1 . . . . .! t . . " \ ., I + I I _ a:. I ,% �� 2-FAMILY ' ` . I . I L I I I . I I �:, I -.- I . I I . L � - I I . . , , LL - . 1 __ j [32., 1 . 3. ALL SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SD"�735 UNLESS . � � . I I L L. . I I . .. . 111 I . I I ).. I . **-. :r_� �: �.� �, I L . L � . � / / ./ ., 0 : . 4 , ,. ROP. 5 LF 4" PVC . I \ I � 1. I 10 . � . L . - . I I 1. . . I f I I . L . . . ..... I L � . I . � I . . . . .-, : .. :, .1 . I , . I I . I . I I L I 1. I I L I I . : 26 I (SDR-35) +SE �, \ I I . I C) , . L . *'I"- _�_, ... I I / is� , DMIUNG I , I . L .+ . . OTHERWISE NOTED. I . I I . ' WER m . �. . I ` 4 'I- ' L ' . I . I . � w m � . D , V. - - I I . :.o . .. I _% '. � - ._� WOOD ' L , I . . . L I . . . . .1 . .1 .L . . I 3 .1 . ' I ,.t . 1� I . .L I I I . .1 I . � . . . . I . I L . . w (n I . . . . L . L I . . L I . L � . L � � I I . 0 Vj / ' L ' � L: ", .- ' T/FT � I ") . . I I I . . "IN -,.'. .- : .. I L . I . I I I L 1. I __ ., ! ,��'q L I I p . I � N% ...., 15 1 ;SHAPED ' 3 . . L 31 . ., . . _ L S=002 F L . � - �;U � STEPS . . I . I I L I . L . . ,, ,,32L 4� � . I ,L L . / . . . .1. I . � I . L . L I . � i � I I L L I a I , I . : / * 1, , �, � 1 -9/1 L I L . I. ? 1______ . . . , .. - 1, I ?I I . . L . I I � � 41 WHERE SANITARY SEWERS CROSS WATER .SERVICES OR A MINIMUM OF 1 0 FEET L : I - IL . I : I 1 . I L . �,�"", , L .%* . . " "" . is . I � I . . . I I . .. 1, I I . L I I , � I . . . I . 11 - ., ., . . - . . . . . I I . ,c �1 `14 1 1 - - . I �:.-/ e I . . I I I - BE ACHIEVED, THE SEWER SHALL BE LAID AT I L . L . L� #,WTMW I . I . L-%.. -� .. � � wIlmlit-11 L �_,"_ Z- �Tl 1� mmp�_;1� . I I .0 +3Z2 .L L . ... WMA, -V L . I I ..,,L . I L+ I . LL. . I I . I - L I I 1 . L . 4'.) : . IQ , ,%, I .1. .... _ � L . I . , L I LATERAL SEPERATION CANNOT . L . I S : - ..:, .1 . . . I 1 : . I . L ". I I . .4-.- . �Et 1 T, � 1. � I-, �,..". ,',,�33. 77 - I . I � I N +1 � I I I �r- STONE PAVER L : . ' I ' I . . . . L I . . . - +.1 . . . I I I I . + . 4 . - - I I .. T.- I .. . '00+13 _-�;:7'�_.--- . I . I I . I / I . I L . SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST 18 INCHES I . I I I .. . . L. . 11 . . v - I .. -- � 7 1 L . . L .. . . . -Z ''..-or.. \� ..:...,"....... .. ...............................��.T.... w w I I I I � I L I L I I I . . . - fjj�Axkj A, . - � 31z)_ I A..... �t . I . I . . I . /I 3Z16 1' N& ��nk . � I +i�.70 I -/: WALL . L . . . .1., .. I ..... .9. : I .1 . 4 1 ,11 I . I.,. ...%. �\ . . ..".'.., , . , -,1.0 I � . . �.I I I � . . 1 - , ,I�-�! ,2=0 7-7 - � I I - I� I . . . I L I . . I . L I . I+. . . . ..... * , ` * , , �� . , !�-. .1 I ,�, .... ,:.-.. :.-., ic* I - , - 077".."..-z".7771. , . I , I � I TO MEET THIS REQUIREMENT, THE WATER PIPE SHALL BE I : L � . I I . . . . . . I . " , , . ,: L It 1 . � "I", ..;.1�.: .. , � I I , I - I :Sj . -7.; A +X50.� �. .11- I 0 .I / . I :7�;-:-7�':747 - 7\, A � � - BELOW THE INVERT OF THE WATER PIPE. IF THE ELEVATION OF THE- SEWER t, S. 4 -.-.-.'-'_._.'.+��1. 7'� . Y. .,�".....-..'.i.:�,.".,:. �r -, \ \ 19. Z2 33 � I . . \ ;�_ - I - ;� - .1 11 I . I . L 'L I + . . I I 0 1 1 1 . . . " I-..- ..", , , - - - ,...;�,:,-.. A,'yIn . .L I . '. I. L L I L I . . DR . CONSTRUCTED WITH "I . L . . 1.. . � 1. I . . I . L . I � . _r i . - I - i 11�1 I�_., . ` �;Z��t ! - . I . . �- .....,..--.-,--J � - .._11"1---1-V �' -,. . ... - -. N+j W;q -11 . I . L. . . I . . �, ..'._'......s�.,--�: 0,V;Qqn, ... ,;,I.. ,,1p-,MVe,--!_,,�,`.I'll I ; ,�`.---*.,*`*.'.*-..�.,-;-�,-.�,.�*..A - '....: : 11 ,I . . I I RELOCATED) TO PROVIDE .. THIS SEPARATION . I * F.I......_....... -'..----.'...,--' "'. \. - 01..' Q 31M i --`*..::-,....-_.- J..� _.;.. _�� . ': - -.-.,.- -...7.-.--,.'- - / � L L - 0 , 50.11' - . I . . I I :.-/ ... - ��;,�.. , _ �- If I" .. - . j N I " . r(,::� . I I . . i 7 . I . L c . , ��171. -. I , �� I . . 11 1 _,�'_-141........ . - -m _\_ I_1..�. , 1 '4-______- .- �:: : - L--_-_-____----- : ,. . . . - � . I L -JOINT PIPE FOR A DISTANCE OF 10 FE IDE I +L I I I 1 , -_ - + I . I I w -- -!.-_____ ___:_-.1;.��-___ . OF THE � I I . ! L I . cb . I& , 11 \ 2z� Q \_ .,L(�u4.=.'..:%1._ .=�L=_zz u I I Lk I 01'E�VUV M L 1. _. , i 1 - - ;�t!I, -71. -,3.[+. _ .. .I . I I L. I MECHANICAL I I I . L I . . . � .I I I L I I . I . . . , .. .1 A -- -i .. - � I . . I I I , . : ; . �...........-----. -_....�__�IT.`6 . I - - -- 111q . .. I I . I � i I 1 . - . I I- 1____.L=�........� 11 L . _�, ; - ,��-=_ - � I _L__1. I .. p I SEWER. (ONE FULL LENGTH OF, WATER PIPE L L . I I 1- ww . -7- '� - k�/k i , , -,1'!� -ww� I I I . I . , I .. . . . � I + L : L I . L L , I . � � L - - - "'� j vu(; I \ -11 . � / Effi__-�.. �� . L �__ � : � I � - I ,� . : . L � .L. I . ,;, , . � I - �c '�-'�`-'32'74 . , . � I IjO_ I I �� - . L L : : L. L . ,. 77 __, - .... - * - . A` LAJ I . L . I . . ,, . D;`�� _.... 11......__:..,_:_:.�.�4.......� . . AIM" �, _7=i�www- i SWIL01 ......A-----,-, . SHALL BE CENTERED OVER THE .. � I I .. 11 I 11 L 2A __�I -��-t!"41�050" 4:��y/ I . l?"Ir LY .; I 1> =1 . I , L I INTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE � � . . �I I . L I . I = I I I . . I . _ .J�9 . I I : . . I . I ,> . / K�'': : - 4, - I . ' : L ' . I . . . I . .. I � � I t, .Z. : 6 � b � _ . . . I I ." : . ..� � I - I 1� .. . � � . . I � j . 11,4,�� ( 12" VC DRANN - ly . V� L D * L ID D --D 11 . - WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED . _� ' L I I . I I I L = L L . L I I � . . . I " , D - D - D - D - D,- ----cy- D -_, -.Z - D - D - _C_&jC__ . - ' '+ . L . � . I I I I I . I I . 'I,- 'I-, - I , . . . � ' L I L ! - , : . I . 11 . + I . .. . I . 1� , . . . . . L L L . . . L - . . I L . I . rl� . . . . :_1 :�Fik___ , L . WALK , . ABOVE, BOTH THE WATER PIPE AND THE SEWER PIPE SHALL BE ENCASED IN � I .. � I . . . I . . y?15:v;_ ' : - ; L L + . I I I . . VC �[_;_ , -- L -1 -L - W . I +V1 W - w W '--�* 1 7�� 'w,� W -:--- ____ - W W, W - W L L : I � I . .1. I I . I . + I . L . . + L . L . I . � . I . , �R . I , % , .. W : L L � . L I L INr , Y�; I I L . I I . I L I 1.1- . I I � L . I L .L I L Ft I . . S . 'y . L I S L . IQ L. . . � I 0 I . .1 L . I :L CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF L , , � . , < . , . :: i �9� D --- 1, _�__,, \ w W . 3 " _w"'')" �_ �OD -----, � b .- D, - , _q 11 . . .� �; I Li 41 --�- W W. I - S . __ . : L . : . . . I S, T,0 1 1 -7 S - S 1z . I . I S + . L . I . I . + . . I . . ..I L L+ L . . . I .. I.: I : I .11 . .. I . L I I I . _. - . I I �s 5 -L 0 __�.__;_ I . I I 11 I + . I I . I L I I . . L I L L I . I L L I , I .1 . I L L .. tv L:.�� I S - S S . - _LS-_0 THE OTHER MPE AS MEASURED NORMALLY FROM ALL PUNTS ALONG THE PIPE. - . I L D , -_1w , , w . 10WA,TR -11. .- S 0 � S 'L 1 . ,1. I d S - S -- S , :� S . . . I I '. I . . . . I . � L L I . . L I . �, L : . 1. . . I 1 . � L I . . . 1 "`_�� 1 - - y�j - , , ,,L 11 L . I .. ,. .Q I L : - . ,�T I I. �L' I � I . . I I� :. . L . : . . 11-- � , . I I . L L --. -_ W �� _ W - W - W _L VI - � A ___�_ W . w . . L . .1. . � I . ,.L . . i 1. . . I I I L . I . . / . I - , I . �� - W - V1 . L � +L , ! � . . I T : W L vy . W . ; AL�� ; I . � . . - L , : C/) -;�:, . , i .1 " I . 0 . ''I I RAO - . Gt 3 'G I(I 11� . . - G - G , .11''.I I N I G : . I .. - \ . 0. ' L L I I G __I 6 L I , 'L . 5. . WATER, FIRE AND SEWER SERVICE SIZES AND LOCATIONS TO BE CONFIRMED .BY : . I . . IL I . � 11 I... I.. � I + . �. I I 1. . I LL � .. I W In . I . I I , . .THE PROJECT MEP ENGINEER PRIOR TO CONSTRUCTION. . . -.. I � I . .. I : 1 I I I .. ;�_ 04 : L � .. . I Z. 0 IL_ _ - - - '. G ____ - G 9 I G - G _ � I . - (; .:_� �d 0 1 G I I I . - I . . . L , . I � . + I . 1. . I � � � I I + . I I __ . � I . . I . . EOP . . .I � k ?�_ I . . I: . I . I I I � . . . � . I : �. L I : . I . �. : . . L .1 . .. L L -- I . . I . . . I . . . . . . . I I I I I � . IEOP .- I I . L�\ / .................____�== : . , :,. - . . .. . . . : I � .. � . - . I L . I I I I G - 0 "- (; ,7 I . .L . . . � I L. I % + - Bz G d� I I . \ L - . � . . L I . I . � i - ___ - - - ___� I -, . I L ' ----7.......... I. __ .... - -...--.-.. .. 1 -7----1 . . ' : . . . - . + I L . , . I I . I . I . L I : . I .� 11 L .. . L I �. . I . I w. I . L . � I .k3 7 I " I I . . I . I L . I , L . . : I : . . .L . + I I I I . I, � . . . I . I . �CU . . . I . . - .. L. � +, � , , - . L , ' -L I , I I I .. .. I I . I L . : . I .. . 7 1 . � L qw- . + . : I / I I L I . if . . I . L I . I L .. .1 I . . I y L . - -,.,.� -_ -�� : ,.. . L .L I L I I I L I . L I .. I I. . . . I . . I . I . � . ., . . . L . . . L . . I 11 . 'L . L .I I I + . - .. - �-33 - . . . . I . L . I I : L ' . . . 'L � p L 1. I . LL I . I T_ ,n �. . . L . I .L . L (9 . . cn + '. I 11 I . - .1 . I . +1. . I . - - .- 7_ - . - _____I __ - 7 I _... , . .� �.: . : I L I I . . . L '.L .+. I '0 I .I . .I . I I . . . .L. . I - �, � , .� L , . � . I n I . . I I . -, ... L . . I L L I I I I . . : : I . .. I L . .. I . L . I in I I I I I . I � . . . . I I I . L . L. I I : L I L '�_:nu L . . 1 I I r . + 1. I I 11 . I L. .� � � I . I = .uj c;d C14 0 . I I L DMH I . I . I - I . L I � .I L I I L . I . I . I . . L . I I . . . I I . . I L 01 H L . HLE L L . � . . .. � . . I I 1 I .L . . r , I .. L I L . 11 I - . I . . I <:� Z�- . I ' L L"m . I L L 1ROSION AND SEDIMENTATION CONTROL: I . . L I . . i - , . . L -- I L . . MH (BLOCKED) . . . 1 - � . . . .. L I � I . � I I ., � . . . I I . I . I � I . . . I ". 1+ I L I ,- . I I I . . . I . L I . . I I ' L ' . - RW=3158 I RI -zMM I L' L . I . RIM=33.00, INV.(W)=QqO,: ' L L ' I L L RIM=32.31 �, - � I RIM=29.07 I I I . I I . I ... . I I . 11 . . L I I L I L I I . 1. ! I I -, 1. . . ; *.L .4r. Ul ;� . .-J I 1 . . I I I . �, .1 .1 I I . . I 15" INV.=27. L . L . I *.1 . . . I . 11 I I..I - I I I - INV.=26.8 - :� 118" INV.=22.6 ,: L I I I I+.. . . : I . . . I � L I I I . . I . � I I I ,. I I 1. I .� � � ; , , * . .1. I : ._j + � I . . . I . : . 1 8 . .. . I - : ., . _j =:) . 1 8". INV.=28.3 I 'L . ! . I . L I I : � I . L . . I . lft� CN I I 0 . I L 1 I INV.(OUT)=27.90 I . I L I I I . L + . I I + . I L I .. WI REDUCING EROSION AND SEDIMENTATION WILL . . . . . �I � . . . I I +,. 4% - . . . +. . � . I L L I I . I : I . . I . . . . . � . .. . L L� : ':L, �. . I . L . I .I . I I..I I . . . . . . . L L � �. :.I �L � . I . .= ft - L . :. . , � I . I L .1 : . .I . � . . I L I� . I L L L . .1. � . I L L ' I . . + I . I . . . . . . I L L I . I . I . L ', ; . +1 . L . 11 .1 % " V PROP.. 4" CLDI (CLASS 52) FIRE SERVICE .. + . . I �+ ' : L - �. � . . . . . I .I I L L . . ..11 - I I L I . . 1 � . . . I +1 I :. BE EMPLOYED HN THE DEVELOPMENT OF THIS SITE. � L I .. . � I . . � . 11 � L I L I . � � . + I . � U- 0 LO pi ,j� . L I I . I . . . I � I - . . . L . .'L 11. . �� A L . � , ] I. . I .I . I '. (USE TAPPING SLEEVE &'VALVE) . L L I . . I L. .1 .. I PROP. 25 LF 6" PVC (SDR-35):L , L L: . I . .1. ... .1 . I + : . , .L . I � - . :� .: .. .. I 11 I I . L . : I I. . . I . L.. L I LL. . ., I � I. . . . I . L L. I . I I. . . . . I i . L . I . 1. I : L . I .� .1 I + 11 L I� .. . . . 1 11 . 1 C14 0 � L . . . . I I I . . I 1, . L I I I . 1 . - . I : . . IL � L � L� : . L . I � L. . I i I L ''I % I I L . . . . . I . . I I "I . I : I . I L I I 0 - < . U- L I . I I CnL I . .. I. . . . � L . 1 � : SEWER S=0.02 FT/FT . L L , ..� : I . . � . . L ,.L I I I . . q L . : ... . .�I I � 1-L I I . L L : . .1L I 11. . THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO MATCH EXISTING �' . L: . L I . L I L .I I I .1 1. I I L : . . I + . L . L I. I I 11 I I 43 (n m W � . . . 4z) . PROP. COPPER (:TYPE K) WATER SERVICE, I I . I I . L. . . . . I I-, L I . I . I� + : .. .. . IL . + I L . .I� . I L. I . L L . + I. L I . % . . . � I I L � . . I., L. I I . I I . . I I I . . I. . z cn �_ ui I � I . 0 ' I ND SHUTOFF VALVE . 11 . PROP. GREASE 'MAP + + I I L+ . � . I . � . I . 1 . . 'L I I . DRAINAGE IPATTERNS TO THE EXTENT PRACTICABLE. : , I I I . L . I : . .. . . . � :. I I L L - cn 0 q: I I / + I L L I L . L . I I _. . . . . I . I I . � I �. I I I . . 11 , - I . I I . I � 1. I � '. I :, . ,. I � I - . . M -< L' I . . . L � I I . I I 1. . I I : � (SEE DETAIL) . � .. I I L . .- I I I I : . I I �, I . � 1. � I � �1: . I.. . L�,I I . . I . � I _.� . I . I I I I . I . . . . . ,:+ , ' .. . . 1. :I 1. . I . . L.I . . . 'L . . . < _j a- < � . , . I . . . . � . I 1. . L �I L I . I .� , I I � I . � 11 . . .. :w . I. t . . I 11 : .. . � L 1. : . .. . . - . 1. : . . � . �, I . I . I . . L.. �,. . I m< uj - uj U- I I . . . �. I . . . . PROP. GAS L SERVICE (TYPE, LOCATION, .� I . I . I .L .L . :. . . � L . . L .1 I I I I .. L I� .. . I. I !. � � . ..L. � ,.:, I I. . . . . .. .: . L . 1. . I I -I % I I L. - L I �� I I .. . . . 1: . I I - h. SECHMENT . CONTROL MEASURES WILL BE APPLIED TO CONTROL : ANY + L � . � � I . . I IL I - . I . . 'L,+ . + L I . . ..L .. 11 I . � I � . �. L _j m C-4 Of-4I . L . I L . I . ' . . I I - . � ' L . � , . . I � :L +� ' L : I . . to a � . . L - . I I I .+ I . L . � . , . SEDIMENTS THAT MAY BE PRODUCED AS A RESULT OF STE .CONSTRUCTION ' I L � a I LEGEND: I L.I . I I .1 . SZE BY GAS, COMPAN+ I . .L . . L. L L .+ 1: . L ,. L I I I . . L 1. .. . . I L I I . L I I L..1 I L . I . I . . I L'L . . . I L L' .. L 1L. I . I . 1. . . , . 'L . I . L L I . . I ..1+ I I . I I . I ' � - I ..� I L - . IL 05 I I 1 � L . . L L I I . . L L . 11 I . . . I 1. L I L I . I 1.� . L . I. p L . .. I . L � L I . .1 . L . I . I . . ,�, I I 1. I : L I . I I ACTIVITIES. EROSION AND DEPOSITION CIF� SEDIMENT WILL BE CLOSELY , 1. + . 1, .� - + : , L , . V) 0- i I : 1 L . I I I I I I . I I . . : . L +L . I I . � . . L L . . . : : . L ' . " I .. I . L f 11 I . L. I I . . . . . . . . . I L . I I I I 11 I I I � � ,, I . L I � . .' � � L �. - . < L . . I � L . . + � . . L . . . I . . . I . � I - I L . 1, I . � 1. . 11 I . L . . L L . I . L . : . � . I .. 1 +, , , L . .I . . I I I .. I I I. . . . 1. . .1 I 1. I L I .: MONITORM DURING CONSTRUCTION. . L . L . . . I L. . IL . I . : . I I .. I I I . I * L I . . W � m q L i I : - .. . , I I . � � 1. I .1 .. � I .. 11 . .. . . I . .. L . I I �L I : I I I . I L . I . . I I I . . L + ! w .I . I I L I .� � .L + ..: . I L Uj n . . I.. CATCH BASIN , : .� . . - . � . . . . . I I I � L 11 .. I . I ." . . . L . . . . . L . I. I i + : . ., . .11 1. I L. . . � I . ... I L . 1. . I � . I . : I I . I . L I � . . L . IL ..I I 1. I :- L I . . I .I I . . 1. L � . . I _ I I . 0 1 1 � + I . . I .L I I I . L I L . I .1 . : I : ,.. . . I � . � + - ' : . L I . 1 I L I . . . 11 ,I I . � .�n n . I I + . I L I .� . I . � . 1. I . I I I I w . L � . I � :+ I .. I I . . . I .. I I . . . .. � � 3. TEMPORARI EROSION CONTROL MEASURES WILL- INCLUDE, BUT "NOT BE , � z . I .. L + L . L . I : , L . . . cn . _j I . . I i ,@ L L ' I . :- : 1. . I . .. I L' - . I . I I . . I . . . . I I . . . . . . � .. cr I . * . I I I . I I I I I . I I - . I I � I . I L .. I. 1, . . � I . - , I .� � . L. . I I � I L L . .. .. I . I . . ,� .. . . ' - -. . . ' 1. . I I % . . . . . I L < w 0 . . I .- DRAIN MANHOLE . . � . .: . 1. � I . � I . I . L . I . L .1 L � , , . . . . I I . ,L' I � I I .. L I I . I I I I LIMITED T(O, FILTER FABRIC SILT. FENCES, SILT SOCKS, SEDING AND � - I . + . . . . . � . L (n L. . L � L . . L . L . . . . L I . . . . I I L L . . I . . .. L . L I . L I . . . .. .. � , L. I L. � I . 1 I I I L I ! � � . . � .. - , : , � . . . . . . . I., . I I L I IL � I � I ,L L . I I . ., I .1 . L . . I W V) L I I I . I I . . I I L . L L L . L I I . L 1. I I I - . I : L' . I - . I L . I 1. . , L . I I L MULCHING, AND SILT SACKS IN CATCH BASINS (EXISTING AND NEWLY I . . I L I L 1. .. .I . . IL .< W L+ L ' I I . L . I . L I I . I . L L . . I I . .! . I I I I 1. I . . I . . . . 71 : . . I L : + I HANDICAPPED. PARKING . I L I I I I . . . ... .. . I 1. . I . I I I L .1 I .. . I I I : L I . I I I L 11 I L. I I 11 I 1 . L + L . 1% . I I . .L .: . L 11. I . INSTALLED)�. , .. � I . I . . . 1, I L' . . L . 11 L . .. I U- V) I . I I . . + 46 . , . . "I . L'' . . I I I . , . � . . . . I I � .I 11, . 1L . . L . . . .. �L I � 11 . I : .. . I . - . I L 1. I. .IL I I .. I . I I L L . I I I . . .. I I L �� ' L L � L I I I V) I . . I . . I. . I .. I I I . � I I . . . I .. I . L L,. . . I . ., ��. : . . I . L. I. . L . I ... . I .I . I . I I I . : . .I I L I I . , I. � � I L I . �. . � � L I I . I . I I . 41r, < . . I . '_� I L I L . I � I L . . . I . L � . . I . I � '_�, : PAINTED TRAFFIC FLOW �. : : , I . �. . �.. I I . . . I L I .� I . ... .1 I I . . . L I .. I I * I I . I ,. . � ' . . I TIL ALL TEMPORARY E I ROSION 11 . .� � . I I I .. . .1 I . I I � 1. . I I. L . , I I . . I L L . . L I .1 '. , I : I �1� . � .L . . . I 'L I L I �L . � . 4. SITE DEVELOPMENT WILL NOT COMMENCE -UN L , � L I I . L + I I . . . . . . I I .1 I I LL L. . . I . 1. .I . i .. ... I . I . 1. . I - .-m .L L + I I � . 11 I . .11 I . L+L L+I I I . .�.1. . .., � .L . . . . . . :4 . .11. . . 11 I.. . . . - . . . I I . I . . .- 1.. 11 �� L + . . I .+ L . . .I � � . . I . . L0 L L . � L @ PARKING SPACE,COUNT' L + . I I . . .L . I .. . I . . . .. L. . L I . .. . . . �I . . � .. . . L .i . I 1. . L I� . � .I.-L . 1 : + I . . 1. % . ..L . .1 . I , : 1,� I L I CONTROL MEASURES ARE IN PLACE. , THESE MEASURES SHALL BE . . . . I L . �. -- + L I . I I + I � . I .I . .. � - . n I I . . I I . . . .. . I .. ,. + I ;. .1 . .1 I . � : L . 1 . : ' L . . L . . %. . I I I . . ... . L L L . . L . I L L I L � L I 1. . . EMPLOYED UNTIL FINAL PAVING AND ADEQUATE VEGETATION HAS . BEEN . .. : . : . � � - . � . I L .. . . .L L . I I I . I . : I + � . I .L . L . L � 11 I .. L I , .. : . � I L L �, ; . . . . L 11. 1 . I ., 11 L I � . L I I .. I . I I I I 1. L � I I : .. I n . I L + : . . �. . . L . . . . I�: .. I L* , . L . . . ESTABLISHED. . L . . . . . I I L L L . . I I , . ' L :1. . . I . . I I . I I L . I I � . . . I . . � � . . . I 11 i �. I .. I L. .L . . . I L I IL .I . . L I L . L . . . L.. .. I . I I . . . . . I I I L I - 1 +32.00 DE . '. . I . L' I . L I L . � . I 11 I - I I . . � .. .. . I L I . . I �I I . . � L . . I .1 L I . L. . I � . ., . I . I L I L i L 1 . . I + L I . .L . I I . . - I p I . L I . I . . . L . . I .. . � . I . . I .� . I . . I I . .. . I . � . . : . I I L . . : � � . . I . I . . . :L � , I I I . . . I � L . . I. L . I . I.L li I . . . L 'L ' . 'L, + . I I . .. . I 11 . � 1. I . . I I � L ,� .1 I I ' . I I I .I I . . I L . . . ..1 . . I I . . � .. L I I P3 . I I . . � : 1 . . . �I. . I� � , . , � 11 I. I . I., -. I . L . � . I I . . . I .. I I . � . 1, . LL . I .: , L L . � .. : :: + I . . . 1.1; : . . L . . I L L L . . .I I ... . .. I .. . . . I., I I I.. 5' L"THE SALENA ENGINEEIVING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 , . . I . . . :Lj I I . I I . . I . .n . . . I I . I I . . I : I I 11 . � . I . . . . I I . � I . I I . I . 1 +31.95 EXISTING SPOT GRADE . . . . I 11 I . .1 . I . . L .1 .I I � . . . � , I . � . .:L + L I L . 1. � . I . ,� . I L+.. . . .�, ... ..1. � ,: . : . :7 . . I 1. . I L . I . .. .. I L LL ..I . . . 1+ L 1 . .1 HOURS PRHOR TO CONSTRUCTION TO INSPECT EROSION CONTROLS TO BE , I I .1 I . � . . . ... : .1. . . � 7 , I L I I . . . . I . . . I . I . . I . � I . ... � . . :. . I I I. . .1 . � � . . % : : . I . I + . . . I . I . . I I . . I . . . L I .I . . I +I I � . . 1 . L L I BS - . ' BOTTONISTAIR ' , . �. - I - . .1 I . �I . . . .11 . .. . I . 1. .. I I L L I I� . 1. I . . . .. L� L � w . . . . . �%' L I . I I .. .. . I I . . + I .�. .1 . . . - I., I . L . .1� 1+ I + 1. L IMPLEMENTIED DURING CONSTRUCTION. . . I . ... I L I 1. I L . .L . . I . . . .: .. . . . I . 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CONE SECTION ,,•: ZoW N y SILT SACK NOTES. � .: c 0 0_ PRECAST z z x N XISTING • INSTALL SILT SACKS I E CATCH BASINS. INSTALL SILT.SACKS IN - ¢ c� RING SECTION o _ J W J r INSTALLATION. 0 NEW CATCH BASINS AFTER IN 110N. _.. _ g - - cn O w SIL S 0 LACED OVER T GRATES T BE SACKS. ...:, 2 , J co d O w /1 .:r.. �. . 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM _. ,, � > z n • N CLEANING OR REPLACEMENT ALL' BE PERFORMED WHEN _ 8 w � wm EVENTS AND CLE ENT SH � .: � wow FILTREXX SILTSOXX SECTION a - � o DEPTH OF SEDIMENT IS WITHIN 6 OF GRATE. _ as lx z cn W oo TABLE AT `Rco ,Y. z aO PIPE DIAMETER V, z STAKE 'ON 10 FLOW. n d. w CATCH BASIN GRATE 2 BITUMINOIUS SURFACE COURSE Q 0 .;.. LINEAL SPACING - " J O a .,, lU IN 2 BITUMINO S BINDER COU > . . RSE F .� d 0 _ C C c� c. UPSLOPE : W .� O SILT SACK SECTION LEVEL PRECAST RING .: OR WITH OPENING F ,._ ... < <. TH E I ACK CATCH ...� , SILT S o - - n ..° ,;. . • ' DRAIN PIPE 15 COMPACTED GRAVE A L B SE COURSE WATER FLOW __ _ BASIN DOWNSLOPE V S '. .. _ Cp • .• _. � .. . a . , CEMENT CONCRETE OR � AREA TO BE PROTECTED . . .a ':.. PRECAST.SECTIONAL PLATE WORK AREA STAKE ON 10 ' � N LINEAL SPACING ° •• ;< n ` 1 —' 1 . .. d EXPANSION e 1 REBAR FOR I1I — ►� _-- �� BAG REMOVAL RESTRAINT WOE N VIEW COMPACTED SUBGRADE FILTREXX SILTSOXX PLA 48 to _ AN REMOVE AN'Y ILLICIT FILL PL MATERIAL AMD REPLACE SI SOCK .SECTION NOTE. LT WITH 95% COMPACTED FILL 1 _ NO 0 SCALE 1. OUTLET INVERT IS A MINIMUM 0.10 LOWER (NOT ) SILT SACK SEDIMENT TRAP THAN INLET INVERT. NOT TO SCALE TYPICAL PAVEMENT SECTION TYPICAL SEWER MANHOLE to (NOT TO,SCALE) 0 (NOT TO SCALE) U U C N � a 0 r N _ o a cn EXPANSION JOINT 11 0 to Of SEALANT WHEN REQ'D) m a ( ) - loo-otoo W w Z Fw– Y o U_ U x _1 \ TREATMENT VARIESLj ¢ w a ¢ ` o o U ¢ cUn o \ VERTICAL GRANITE CURB - TACK COAT. 24"0 Cleanout VARIES a \ _ !i BIT. CONCRIETE PAVEMENT Cover (3 Places) 4" CEMENT CONCRETE BUILDING FACE OR „ n F �.' BUIL IN TOP COURSE 1 MIN.) �„ OBJECT(6 THICK 1N FIXED OBE 12 0 VEHICULAR AREAS MIN. CONCRETE SLOPE VARIES » , CURB W.W. MESH PREFORMED SIDEWALK EXPANSION JOINT EXISTING SURFACE o 0 no I I I I I I _j 5% MAX.) _ 1.0% (MIN.) u, � � z FINISH R D� ' d ' PAVEMENT o - d ' I ItI N —T 10 �.J p p o o p p o o -- I,I SAWCUT EXISTING BIT. a A )\ PAVEMENT AND TACK Lij } 1 _— ....) _ .� �7 COAT EDGE w • p o p o r- o ri �o v p �.— . l E CEMENT CONCRETE r p p TYPE 1 ,- 3000 PSI —TYPE CONCRETE RETE.` n GRAVEL - ' COMPACTED I 3000 PSI—TYPE 1 o r 8 COMPACTED GRAVEL ( ) _ PLAN VIEW 6" 6" 12"f BASE 24" Riiser „ 24" Riser „ Z I' (MIN.) COMPACTED SUBGRADE Finish 8" Access 8" 8 Access 8 Grade W NOTES' 6"0 PVC O.C. WITH X 01 T MIN. 30 FT ...: ,•:.. 1. PROVIDE EXPANSION JOINTS A (SDR-35) ,.. J ,. PRE-MOULDED OINT FILLER. ' Inlet ... . , 2. PROVIDE CONTROL JOINTS AT 6 O.C. ,,. E C ,. �: 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. (/� VERTICAL GRANITE URB _ d ,. 4 V/ - - '. '. - 4. CEMENT CONCRETE..SHALL BE 4,000 PSI TYPE ILSCALE) 1 NOT TO . a a a " N _ 6 0 PVC.. CONCRETE SIDEWALK (SDR 35) Outlet (NOT TO SCALE) C� V N a Q �Uj � M � _ J N TREATMENT VARIES Liquid _ 9 .� LO ° : LL STEEIL REINFORCED FORCED � Level Outlet Te e V N 0 i N PRE CAST CONCRETE CURB d - Q i o ^ p - • ♦ w �AMFER Z 1 CH � . � r Z E— A J W Q TACK COAT r1 �! Uj d BIT. CONCRETE PAVEMENT d n �t Inlet Tee - TOP COURSE 1 MIN. N d .. � < SLOPE VARIES To— EXISTING _ : _ W M n ; SURFACE SHEA (n J #4'S ® 12 EACH WAY — _ d m Q o __ `/ d d '. (n TOP AND BOTTOM I- , (n .,� cn ha ° ° d a d d a a � W • 4 00 C=. C7 _6 V V C7 7 C7 � C �) d 4 P -Io- 171 P C� O G VARIES � 0 P P — A LO Q r7. I III III— W d II I �� I I- . �- o a o o o o o 0 0 o J —I ) '-- —. I I >z U � C • a 6 Min. Compacted M II TACK COAT Crushed Stone -� EDGE SECTION VIEW _ M I II NOTES. r '1' COMPACTED SUBGRADE M 12 12 2 CLEAR TOE FOOTING ENTIRE 1. CONCRETE. 5,000 PSI .MIN. AFTER 28 DAYS. „ n CEMENT CONCRETE PERIMETER WEIGHT X 2 DOWEL SOCKETS _ FIRM WITH 248 CMR: BOARD OF STATE EXAMINERS OF PLUMBERS „ 3000 PSI . TYPE 1 2. DESIGN WILL CON Z A BE FURNISHED AT -n n ( ) - SHALL 12 f 6 6 OF` U AND GAS FITTERS FUEL GAS AND PLUIMBING .CODE AND APPLICABLE TOWN ITEM N0. TK-Ml 500C 22,840 _ ENDS. 0 F ALL CURB COMPACTED GRAVEL BASE REGULATIONS. 4,000 PSI MIN. COMPRESSIVE MIN. DANVERS RE ULATI n S CTIONS TO RECEIVE E 3. AL REINFORCEMENT PER ASTM C1227. STRENGTH CONCRETE 8 THICK „ L CEMEN TK-M1500C2C 24,783# �.._ _ A. DOWEL , V � 1/2 DI 4. DESIGNED FOR H-20 LOADING. I COMPACTED —� SUBGRADE 5. SIZE TO BE CONFIRMED BY MECHANICAL ENGINEER. Q � COMMERCIAL LINE GREASE TRAP 1,500 GALLON MONOLITHIC) E— Z _ C cn w - _ NO TO SCALE o ( T ) PRECAST CONCRETE CURB SET IN NEW PAVEMENT CONCRETE DUMPSTER PAD O < _ NOT TO SCALE (NOT TO .SCALE) 0 © THE MORIN CAMERON GROUP, INC. 2016 ( ) PROJ. #3359 SII -- woo _ I A., CS =4 00 ZJ o J z _ r S � F- 0 O ti v F J . 5w cn Z ..�;= �o 9 tt DETECTABLE ^ l g daa U �zzu WARNING PAD - - ¢ cn RB DETECTABLE MATCH EXISTING ROUNDED CONCRETE CAP o U _ SEE WHEELCHAIR F- zD ACCESS RAMP DETW WARNING PAD PAVEMENT AIL w _ I S E Iz C S ;., z 0 1•E C � A e e . t� ¢ �. F 0 R0 W r R , J E U _ E . . , . a G . ° . . e u, 0 ° . . . e . . . ° . ee ° . ° ° • ° ° . eee CONCRETE FILL <:. � . . e . e . . . . . . . . . . e . e . e . . ee . ° e . e . . e ° . . ° o 1 . . eee � . 0 � 5. e . SIDEWALK \� . . ° ° • ? 6 STEEL PIPE FILLED WITH co _ ,, w w co. e \ . ° . ° ° CONCRETE AND PANTE . . L . ° . . . I L6, r- Ln DETECTABLE e h O SEE ° . e ° . °°:°:°e M CAUTION YELLOW z cn cn co F WARNING \ e . ° ° C7 Dzco eo � \ NOTE 9 �_ '9l PAD z o �- „ J FINISH GRADE SURFACE w .. LIP - � o a P� - TREATMENT VARIES _ m Nl c (MAX.) \ 5 I 1 P 6 „ 2 0 „ d 6 MIN. oROADWAY .. 5 2 0 ,+ ED GE OF - 1 V o ARIES - 6 ( N. � _ m cr_ N 2 DIA. CONCRETE SUPPORT SETTS U 1 a V I G A d : a - M P _ LOW SIDE TRANSITION co LOW SIDE TRANSITION � r ao y o COMPACTED GRAVEL ISI NOTES: r b 4 _ AND-CURB RAMP CROSS SLOPES SHALL BE 1°.5% 1% MIN. . 1. THE MAXIMUM ALLOWABLE SIDEWALK ( ) 2. THE M AXIMUM ALLOWABLE SLOPE OF AC CESSIBLE R OUTE EX CLUDI NG CURB RAMPS SHALL BE 5%. I I . COMPACTED SUBGRADE 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. , ow Pa ' E CCESSI BLE ROUTE LE . HYDRANTS, S ANENT OBSTACLE IN ---- SHALL BE MAINTAINED AT ANY PERM ( � I 4. A MINIMUM OF 3 FEET CLEAR UTLITY POLES, TREE WELLS SIGNS, ETC.) CURB TREATMENT VARIES SEE PLANS FOR CURB TYPE. 5. , 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. - 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED .-- 8. ( N AT INTERVALS NOT TO EXCEED 200 FEET. NOTES: v L 0.5% TOLERANCE FOR CONSTRUCTION - BOLLARD v o N 9. ELIMINATE ALL CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. 1. NO TO SCALE \ v " ai >- � � T ) Z DRIVEWAY APRON ACCESSIBLE' CURB RAMP TYPE- A ACCESSIBLE CURB RAMP (AC R TYPE B _ _ -- C N .. m NOT TO SCALE) (NOT TO SCALE _ LLJ m ¢ m o w z U LL U ft: __j 24„ MIN. _ U) � i a v 36„ MAX. o o U ¢ U) o WHITE BORDER ell / BLUE BACKGROUND 4” WHITE STRIPE (TYP.) ¢ 0 / - x f i 24 ¢TYP., ,UNLESS NOTED OTHERWISE) � / _ z cV O i 't1 f BSE �� s� J551 > a v F '� , w GE � N G _ P W F ., - Olt / G 0 p R r J B . x 18 (IYP.) z o R � ¢ I z LLJ a .•a• P� NOTE. - . . . . . . . . . 1. THE STROKE WIDTH OF THE PAINTED SYMBOL AND THE WHITE BORDER MUST a ° . R s . . . . e . e . eee . e GU / NOTE: „ O - BE A MINIMUM THICKNESS OF 3 , WITH A MAXIMUM THICKNESS OF 4”. °.°°°. e..�e�.oe• e ° . . . . eee . . . ° ee . . . . - • . a . . . . . . . ° . . 1. PARALLELSPACES SHALL BE 8x22. 2. BLUE BACKGROUND..AND WHITE BORDER ARE .OPTIONAL. a e. ee oe • e.. .ea. •ee e o • e _ e • . . . . PARKING SPACE STRIPING INTERNATIONAL ACCESSIBILITY PARKING SPACESYMBOL �. d N . . e L DETECTABLE ABLE e L - NOT TO SCALE (NOT TO SCALE) WARNING PAD SEE NOTE 9 _ �S\ 1/4- �aLIP (MAX.) W 0Vcn U Z a,� N Gam. I `t1\�1 Q � 4 LB/FT "U" � to �P CHANNEL - — —� GALVANIZED _ .. ( ) ltd „ „ _ �.) ala o 5 1 4 WHITE STRIPING 2 6 N 1 1 1 4 / o Q 0 O.C. AT 45 IN LOADING cn o _ w z w P — � AREA (TYP.)00 ( ) I•- o Z a \ U U J O - W e Q _ W SIDEWALK AND cn N 1 a= w -� a _ �,� CURB RAMP J co w® .- wza � 17 J � Qd w /I Q O NOTES. „ _ 3 1/2 w U � J 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% (1� MIN.). zom _ LV cn M BE 5%. o v, J 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALLPOST SECTION 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS .SHALL BE 7.5%. O m w Q N.T.S. ,^ ROUTE V/ F 3 -FEET .CLEAR SHALL BE MAINTAINED AT .ANY PERMANENT OBSTACLE. ACCESSIBLE _ 4. A MINIMUM 0 SIGNS ETC:.) SIDEWALK UTILITY POLES TREE WELLS , cn LE. HYDRANTS, .: NATIONAL STANDARD V) OR CURB TYPE. SIGN NSFACCESSIBILITY'SYMBOL ENT VARIES SEE PLA OR FIN. 5. CURE TREATMENT ..-�- .-. Z 6. PREVENT PONDING;.- BASE OF RAMP SHALL BE GRADED TO R _ GRADE PAINTED ON PAVEMENT _ LO TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. NUT AND 7. SEE , ROUTES ARE LESS THAN 5 IN WIDTH EXCLUDING CURBING) A 5 x 5 PASSING AREA LOCK WASHER 8. WHERE ACCESSIBLE ( o M T. ELIMINATE ALL CURBING AT RAMP OTHER SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. _ 4” WHITE 00 THAN VERTICAL SEE SIGN VMI'Y SIGN M SHALL BE SET FLUSH WHERE IT ABUTS ROADWAY. ' 9. CURBING, WHICH ) DETAILS 5/16 MACHINE STRIPE TYP. M t _. 10. ALL CURB RAMPS SHALL COMPLY WITH 521:CMR MASSACHUSETTS ARCHITECTURE ACCESS BOARD AND SCREW OR BOLT ACCESSIBLE AMERICANS DISABILITIES ACT REGULATIONS. Z WHEEL STOP - p 18 0 TYP.. VAN ACCESSIBLE ( ) ..SPACES ONLY 1- V N POST MOUNTING PARTIAL ELEVATION � _i - ACCESSIBLE CURB RAMP ACR, TYPE A NOTE. . o f - 1. PAVEMENT MAX SLOPE 2% IN ALL DIRECTIONS. V) IW z (NOT TO SCALE) Z p z ACCESSIBLE PARKING SPACE SIGN ACCESSIBLE PARKING SPACE p (NOT TO SCALE) U (NOT TO SCALE) � © THE MORIN-CAMERON GROUP, INC. 2016 PROJ. #3359 I a ALL DRAIN MANHOLE COVERS SHALL BE AM S MN Y. COVER & FRAME L WITH PITCH OF INSTALLED TO CONFORMUSE EQUIVALENT TO EJIW ROADWAY AND FLUSH WITH ROAD SURFACE - MODEL N0. V1418/V1600-2 CLAY BRICK COURSES TO FINISHED GRADE RIM AS REQUIRED) PROPOSED FINISH GRADE ELEV - 31.50f COVER & FRAME ASSEMNLY: USE EQUIVALENT TO EJIW ALL DRAIN MANHOLE COVERS SHALL BE MODEL NO. V1418/V1600-2 INSTALLED T CONFORM i 0WITH PITCH OF COVE s., .c R rR & .FRAME ASSEMBLY . ',; fn .• - _ PRECAST FLAT TOP . :., N r a ,."._, F- m 4. ROADWAY AND US 0 d .. a FLUSH WITH ROAD SURFACE �- (ted Z -o d. 1�°4 .. . �. OR CONE SECTION t- . r o o » d F PRECAST cn Z 5 o d 24 DIA. „ A 4$ z v W d d RING SECTION d b TOP OF BAFFLE CLAY BRICK COURSES CLAY BRICK COURSES ^ l -.;; o J X FROM „ :� : U a U = TO FINISHED GRADE TO FINISHED GRADE INFILTRATION d - P STEPS 12 O.C. INV - 30.90 .- A - Q Z C3 a _E J � o PRECAST CONCRETE - AS REQUIRED POSED FINISH GRAD (AS REQUIRED) a w o GALLEYS w fo d 16 X12 RECT. ( ) PRO PRECAST FLAT TOP F cn MANHOLE SHALL d ' d d 24 DIA. �', w ` In _ „ - - - N -• cn _ .. d : . : d NOTCH . q. d 12. , 4 CONFORM TO ASTM ... a : „ : O . . a. d :• INV - 29.00 . , _ •Q _. Z _ ORIFlCE SPEC. N0, C n , a _ 4 �. , � : :_ PRECAST .FLAT:TOP o r.. - M PRECAST_RING SECTION FRO478-82A ,. o . 12 DIA-INLET d d .d R d d R _ V R SC 0 CONE SECTION b 24 DIA.- . .. _. INFILTRATION _ a. cv ., > , . ... a .. '. .,,,.. d 4 r W Z O e o0 � GALLEYS d e 6 BAFFLE .WALL T" , PRECAST'a N ,HOODEDn / (n w n � .d_ RING SECTIONN 8 d w :OUTLET >12 -ADS 6 . PRECAST RING' � e d .. e � -• � _ PIPE w � w � _ N-12 INLET z SECTION WITH a. N ,f 4� w W Lo o OPENING FOR 6 BAFFLE 4 ,• . ,, a TEP 12 O.C. � :.; a, z cn WALL tl z 8 o Z DRAIN PIPE d o Z d v a wf. Z a q: PRECAST CONCRETE MANHOLE w ..a d •,,;.: co 12 ADS N 12 a d - „ SHALL CONFORM TO ASTM _ .: a 00 a .. �— : _ 4 8 _ PRECAST RING > OUTLET TO DMH a e SPEC.` Na. C 478 82A e #FLOW _ PLAN . - R d .. oo - SECTION WITH a e . b :OPENINGOR DRAIN d F , PIPE b : a R e : d "Y 811 cl- .� 6 COMPACTED CRUSHED �`` � �. STONE BASE N A— .. a. Z � P" 4$ SECTIO A c PRECAST � '.d PRECAST SILT R � c � . � .z o RING SECTION R a: TRAP a o 0 n INLET FROM DMH-2-OUTLET z - a a ,� k n „ WITH OPENING o 0 SIDE OF BAFFLE WALL - 12 DIA 12 DIA e = FOR DRAJN PIPE r to V=24.38 e IN N OCS 1 OUTLET CONTROL STRUCTURE (1)) 0 ( .. R a ... .. e - n WE'1(O0 6 COMPACTED CRUSHED NOT-TO SCALE _ �+ ( ) zm, c c� c d ,.J ` STONE BASE 6 COMPACTED CRUSHED n SHE 48 DIA. U :STONE BASE z FINISH GRADE _ - 5 SUBBASE 1 - 4 RUBBER MEMBRANE PAVEMENT (FINISH GRADE) N : 48" to 8X14 GALLEY . . NOTE: - s 1. ECCENTRIC CONE .SECTION MAY BE SUBSTITUTED w N/� U n (V 0 CL PJ U a N O � En .. Q . , . P GALLEY = 30.17 -_ _ z ( >- m A. - - - ___ ___ - . . �..� �. -.y .- .� -. - I N w TYPICAL DRAIN MANHOLE TYPICAL CATCH BAS 0 0 > �- z w NOT TO SCALE Y o w .. NOT TO SCALE ( ) c� — li U � _I k ' e47 W �' = d V Q , r J r. r W r I..•.♦ 0 0 Il I♦a ,.. uJ I I _ 1 w ,. - 27.50 INV. GALLEY BOTTOM OF STONE 27.00 cn _ Z TYPICAL I R o Z 6" (MIN) "-1 „ ,� , I TYPICAL 6" - z N WASHED CRUSHED 6 I I SIGN SIGN N o I NZ ESHWT STONE - > w La � REE GEOTEXTILE FABRIC EXISTING F � cn DETA L SECTION w WRAPPING TYP BRAINING SOIL o I I 14'-0" 131-011FROM ROOF I I - CROSS COUNTRY UNDER PAVEMENT z C51 1 177 2 DIA. VE NT _LEADERS I I „ 2" DIA. STEEL 4 LOAM AND SEED STEEL BIT. CONC PAVING W - - POST � - - - -- - - - - - - -, - i I POST X Z R PAVEMENT SECTION I i X SEE DETAIL oo ( ) L: CRUSHED, m LIMIT OF , too . 1- 101, WASHED STONE BOTTOM AND SIDES _ _ M ,r, ............. SELECT BACKFILL`SUITABLE TO : u, _ U ACCOMODATE SURFACE LOADING V� w .._............. COMPACTED IN ,12 MAX. LIFTS 1 R BOLLARD Z W N U I 2co PRECAST Q, _ Z .. SEE DETAIL - (� N JJ CONCRETE GALLEY -i ( ) z Q ,,o _..I TYP. OF 4 R � R _� - R i w - - tD � •• SIDE VIEW � I I C-) N 0 • w : o NOTES. 4 INISH GRADE Q F „ - R28DAS. _ LANDSCAPED rn o 5 000 PSI MINIMUM AFTER Y WATER OR FIRE SERVICE 1 ASCE CLASS B GRAVEL BACKFILL 1. CONCRETE ( z Cn I- w d SURFACE - I AREA � o � LOAD, 0 TO 5FT COVER. z 2. DESIGNED FOR AASHTO HS-20 L INSPECTION PORT TO 8 , SIZE TO BE VERIFIED COMPACTED 95� IN 6 MAX. LIFTS U� J Q ITREATMENT W Q _ I I o- 3. END & SIDE UNITS DO NOT HAVE FLOW THRU OPENINGS. 'Q MANHOLE RISER, VARIES BY MEP ENGINEER) COMPACTED.CRUSHED STONE OR � W - w LL FRAME AND COVER I PEA GRAVEL PASSING " AND n °- - - Y TO FINISH GRADE \\ �' \ >Or ) d . SHORING M RETAINED ON NO. 4 (� ¢ 8 14_o�• 8 1 AS REQUIRED ✓� „ M 2' DIA. CONCRETE 12 _ w 10 2 DIA. IN EARTH p J - M SUPPORT � � . CONCRETE .R ( I I I ° .: o � < 0 Q m a PLAN d SUPPORT �P V) cn R I I'� d .. - IN LEDGE ' +:n U- 3'-0" MIN. . IIT to R d tD ? - -t- _ 00 S I N - I I11 --- IM : - OTE: - N 1. ALL PIPES SHALL BE SDR35 PVC SEE ( FOR SIZES AND TYPES FOR SIGNS MOUNTED SIGN PLAN ) BOLLARD z IN LANDSCAPE AREAS ' FOR SIGNS IN PARKING AREA SOLID WALL FOR O OF FIELD PERIMETER _I Y I AL DETAIL O TPC I— z SIGN POST w UTILITY TRENCH DETAIL zo . Z NOT TO SCALE INFILTRATION GALLEY : ( ) NOT TO SCALE 0 � CD PRECAST CONCRETE ( ) I U (N OT TO SCALE 0 THE MORIN-CAMERON GROUP, INC. 2016 i PROJ. #3359 i I _ i • o 0 0 Plant Scheduler .�000 - p p$v MIN. 4 SAUCER Qf f�@ Botanical Name Common Name $lZ@ j O v pp y ;.` F- TREES. . ,, 00. ° / - -� 3 SHREDDED BARK MULCH - � �:..��' : 6 GIN_ Ginkgo blloba - I \ \ g Maidenhair Tree 2 2.5 Ca � VA VA \ \ —� U �, /� •; REMOVE BURLAP FROM TOP HALF _ w w / �/ �/ - 3 HB Betula nigra Heritage Heritage Birch 2 2.5 Cal V (6 z � o Y\� VA VA VA \ V OFF ROOTBALLZ Z s �� /i/ 5 RM Acer rubrum 'Red Sunset' Red Sunset Maple 2-2.5"Cal o Q, a \SVA VA \ Sol MIX 1 TIL Tilia cordata 'Greenspire' `� Greenspire Littleleaf Linden 2-2.5"Cal Z Q z xy , 1\�\ \ \ \ a W o 0 ®SECTION •V\ice\j�\/�\/�\/�� NOTE: DIG HOLE TWICE AS WIDE AS ROOTBALL I- . \� Z � w ;`♦ W N _ a SHRUB PLANTING 4 BPJ Junierus chinensis Blue Point Blue Point Juniper 6 7 P p � Zzo .. - o - 5 CL _ ICI alnifolia Sweet Pepper 18 24 � T _ : pp SCALE: 1 /2"=V-0 20 CO Cotoneaster dammer) Lowfast Lowfast Cotoneaster 18-24 z oc is re r Swe fer 18 24 I W � Cr 30 COMP. Compton pe g Ina Sweetfern00 _ o • _ > 37 EG Thuja occidentalis Smara d Emerald Green Arborvitae 6 7 o O 1 9 � ; mo w LL . English i Yew 18-24 • [r > _ 0 0 0 16 EY Taxux bacatta repandens Eng sh Spread ng a ?, W X W 0 o O - „ W ) W� o 00 a O O 33 GLS Rhus aromatica Gro-Lo Gro-Low Sumac 18-24 o 00 O o O 1 HCJ Juniperus chinensis 'Hetz Columnar' Hetz Columnar Juniper 6-T o C) Z 1'^ 00 „ O ;� z z o Ilex crena Hellen Hellers Ja anese Holl 18-24 W ' . 6HH II p Y '. Joa : m 19 IG Ilex glabra Shamrock Shamrock Inkberry 2-2.5 _ 2-3 TLittle Virginia weets lire v „ 10 ITE Itea vir mica Little Henry'Hen L tt e HenryHen Irn S p TRUNK FLARE PLANT 1 2 ABOVE EXISTING GRADE 9 rY rY 9 : 14 LIPS S Irea a onica Little Princess Little Princess S Irea 18 -24 p ! p P R MIN. 6 SAUCE - . 18-24 ' 10 MIC ` ` Microbiota decussata Siberian Carpet Cypress P Yp 9 PAV Thuja occidentalis 'Pyramidalis' Pr ramidal Arborvitae 6-T 3 SHREDDED BARK MULCH 1 Y Y 21 RTD Cornus alba 'Elegantissima' Varigated Red Twig Dogwood 2-3' i tum ' i i' Doublefile Viburnum 3-4' - REMOVE BURLAP FROM_TOP HALF_ 8 VI Viburnum pl ca Mares OFF ROOTBALL 3 VY Taxus media 'Uridis' Narrow Upright Yew 4-5' ROOTBALL SITS DIRECTLY ON UNDISTURBED SOIL — — o«� _ . . :.: .:• - — 10 AND Andromeda pollfolla Bog Rosemary. . . 1gal - — — - 105 FG Pennisetum alo ecuriodes Fountain Grass 1 al I- - p g Switch Grass 1 al 7 PAN Panlcum virgatum S ch G g II II III NOTE. 10 VIR Iris allida Variegated Iris 1 al ROOTBALL p 9 1g al 2X WIDTH OF RO REMOVE BURLAP ROPE AND WIRE `_'"`•"•' ,_ WITH SLOPED SIDES FROM TOP & SIDES of ALL BALLS. 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Q PROPOSED .� x �/ m m mmD N � � a MIXED-USE COMMERCIAL .:;vw.� �� 11 1 LLLLjjBILL, E _ BUILDING a 4 �00 00 ..> f>.''a 1{ �::;x:;,�iy=, ,Y__ ..J: `7:k•=•5'7-:>: EXIS N 1 1 � F � Z ~ 7 y N V .. _ O ------_----- - > ILw w M s w w WEST (PUBLIC 40 WIDE) AVENUE LAFAYETTE STREET ELEVATION a SCALE: 1/8"=1• (w 5 w PLAN mg SCALE: 1" = 40' 0 20 40 80 Z APPLICANT.- CIVIL ENGINEER: SCHEDULE OF PLAN SET DRAWINGS: Q G ROBERT BURR THE MORIN CAMERON ROUP, INC. _ R N CC 447 BOSTON STREET US ROUTE 1 C COVER SHEET N C/C 331 , LAFAYETTE, L �- 75 NANEPASHEMET STREET TOPSFIELD, MA 01983 C-:2 EXISTING CONDITIONS PLAN — — M MARBLEHEAD MA 01945 PHONE. 978 887 8586 C 3 SITE LAYOUT PLAN N UJ v Z �— - J C 4 GRADING DRAINAGE & UTILITY PLAN Q � n J _ _ � �, � _ ^ N SURVEYOR: D-1 i D 1 CONSTRUCTION DETAILS I BUILDING ARCHITECT: p-2 CONSTRUCTION DETAILS II QN Zc DGT SURVEY.. GROUP-NORTH SHORE p � �'/�, 1— w PITMAN & WARDLEY ARCHITECTS 18 CENTER STREET, SUITE 1 _ p �� D-3 CONSTRUCTION DETAILS III Z cn ,; Qa i 32 CHURCH STREET NEWBURYPORT, MA 01950 Q Ld �U L-1 PLANTING PLAN �,N RE n SALEM, MA 01970 978-_465-9992 CL SL-1 SITE LIGHTING PLAN cn Q PHONE: 978-744-8982 i A 1 FIRST FLOOR PLAN —N _3SALEM A- 2 SECOND FLOOR PLAN w o N �. i LANDSCAPE ARCHITECT. A- 3 THIRD FLOOR PLAN N 114 "FOREST Q UE " JAMES K. EMMANUEL ASSOCIATEs A— 4 LAFAYETTE STREET ELEVATION v FOREST ADEN RIVER PARK ON A NUE 22 CARLTON ROAD A- 5 WEST AVENUE ELEVATION CLIP 9� MARBLEHEAD, MA 01945 -: j� cus � � � :o A 6 SIDE ELEVATION PHONE.. 781 -622-7487 7487 LAP' yt,$040 M _ A—�7 REAR ELEVATION � ARD APp F?o�F- �-- w �- w � PLAN J, ROP ISSUED FOR SITE P PROVAL FEBRUA 26 , 2016 N "SALEM ROAD U v� STATE �p'l o �- COLLEGE" SP z 0 R SIONS THROUGH MAY 51 2016 , O Ni 331 LAFAYETTE STREET ALEM MA A TT v © THE MORIN—CAMERON GROUP, INC. 2016 LOCUS MAP N.T.S. o PROJ. #3359 _ SALEM LEGEND: . . 114 BIT BITUMINOUS "FOREST FOREST AVENUE RIVER PARK" CONC CONCRETE CLIFTON A NUE DH DRILL HOLE �� cn LOCO j � � � Cn 2 _jm1:z0 EOP EDGE OF PAVEMENT A O P�NVE V = W W FND FOUND S z Q W ^ l o zz = _ UaQ� IP IRON PIPE ¢ Woo co IR IRON ROD `� �J� J' ROP z = C, �, ' z o TC TOP CURBING N "SALEM �� zo < f �Q�- c, STATE l/z y ROAD VGC VERTICAL GRANITE CURB o z _W v p��' COLLEGE" SPo moo TRAFFIC LIGHT DMH W 229 o cn 0 o RIM=29.07 C Q Q � 0 GAS METER (GM) 18" INV.=22.6 o M C6 a FREDERICK NEMIROVSKY 2 0 ,o W LOCUS MAP N.T.S. w r V 327 LAFAYETTE STREET O IW CONCRETE p Z CO N I--� 16330/93 PAD to°° GAS GATE (GG) ` NEW ENGLAND TELEPHONE AND g6' Z O W O1 p / TELEGRAPH COMPANY EASEMENT DEED / 65,01.07•E 113. vERIZON o a CATCH BASIN (CB) Q 0 / 7-_ BOOK 10961 PAGE 60 N TRANSFORMER _ 7QiT" U `� ..... 28.5 -2.s , 0 SEWER MANHOLE (SMH) o m o O ��5j` - - �� O �: ,, RECORD OWNERS: 0 0 /2 / 28.23 ^•j f - � _ � o M DRAIN MANHOLE (DMH) \ Q z c' 3 2 .8 �� I L LEE FAMILY ENTERPRISES +27.2 ►b+ �?f D '� 30►-.._, 1 , NEW ENGLAND TELEPHONE 331 LAFAYETTE STREET ETr HYDRANT o o AND TELEGRAPH COMPANY DEED BOOK 18842 PAGE 485 i / o � EASEMENT DEED BOOK 11 9 0 � Z UTILITY POLE +2ss o W 4 Ij 3 �0 PAGE 461 a _ d CQ PATRICIA GROVE & LILLIAN PRINCE z �' 9 BIT. CONC. B o 0 9 _ PARKING LOT 11 WEST AVENUE � UTILITY POLE WITH LIGHT / Q •I9 LO +30.6 m 28.97 DEED BOOK 25955 PAGE 113 �yy o y� 1 � (n3 �• 0,2` 1 /S I +28.8 I $ �oWWo0 P LIGHT POLE (LP) t / o j...'' Ci 331 LAFAYETTE LLC M OHW /Hw �� ._ -30 ,o of 5 �- +27.7 5-7 WEST AVENUE , o Q OHw-- gam_ _� o METAL POST , o I W---__ o UY o ( DEED BOOK 34478 PAGE 81 -� 3 �` oMoM �a HW OHW VIVRE /c� - )�9r SIGN .r x^° ;p 8.,, ..,,., ,. .r, REFERENCES: MAILBOX oa / � FAk ?r GAS METER +30.Y /Q ~ ��FR 2 I _ co 29.47 ./ r Q \ t 234 U to ESSEX COUNTY REGISTRY OF DEEDS } o .� DOOR= N/ PATRICIA GROVE & +73.86 SPOT GRADE / :i 30.8 , 1 o \ DEED BOOK 18842 PAGE 485 N / J o �LILLIAN PRINCE I 8.1 DEED BOOK 24030 PAGE 425 a / a $ 0 1�1 WEST AVENUE V 32 w N W WATER LINE 2/ �, 2 ' _ r - \ I e �, DEED BOOK 13366 PAGE 150 J 7,750± Sq. Feet 235 F_ 0 - N o J w PLAN BOOK 866 PLAN 147 m N = D DRAIN LINE 0.17± AC e/ PLAN BOOK 183 PLAN 76 >: �' m a of co/ Q 30.05 r o / 0 2 i O �, o O, m m o m �, #331 e �� / / PLAN BOOK 951 PLAN 113 } o o S SEWER LINE fr 231 PORTION OF o 30.4 +29.8 '$ ;. o PLAN 134 OF 1967 �' � N/F LEE FAMILY ENTERPRISES BUILDING / UGE ELECTRIC LINE i 331 LAFAYETTE STREET ENCROACHES 5.4 "` -- ----' PLAN 226 OF 1972 ¢ w a ¢ w Q 4t CONCRETE _ n- U ¢ o/ r 18842/485 o PLAN BOOK 368 PLAN 93 cn o v ¢ N o -�� f PAD PORTION OF , T TELEPHONE LINE z `' 3 z o 23,525± Sq. Feet _ BUILDING ` •� N/F N o - 0.540± Acres ENCROACHES 2.3 EOP GREGORY & CYNTHIA I I ; • o / S123757 E \ ZAWISLAK GAS GAS LINE /a� J 1.60' �176'22'17'E....... r 76.90' GRAVEL 13 WEST AVENUE -.,r.n,;rrrr r tr run,rrr � ^, �� •`r ' WOOD ftt,r„r.. ........,r, _,,, ., z _ 30.7 AREA 25955/113 oHw OVERHEAD WIRES 3 !; z ENCLOSURE ; ;rsrt..,rf ¢ / AN, N11�37'3�w _ EOP o 13 WOOD FENCE I / o3oss c. � ,> t � t 6.00' � -' _.,,,.�"3 r ;d r ar=$ O �� _,..�. 8 SPACES +30.9 CD r..,rrsr„> N75'29'22"E 74.60' ) m , 2 I a0 (NOT STRIPED) v --"4`, 32 ASSESSORS MAP / LOT �, I ,. j.s,,.,:.r 2 DOOR= _ iN 6'42'23"E "� N PARKING LOT / 3 #335 232 31.68 a 11 \ (3 90' N / BIT. CONC. �/ N 11.5' WOOD STEPS • Q r W r rrarrs rrr rp - WOOD ,3ar r rrur.j O 1.4' Z D h _s �. �,,) Q% <,.rrra>rr„rtrr..rt rr r r r1r rrr,- _ CD 3 ^j`L �6`L1 N/F THOMAS TRUONG '' ' _., / STEPS ' O m 6109 J c o 335 LAFAYETTE STREET d. %t.rrrri a'r.'a.,a< _ +31.5 r / oo - (. (/� Z 31.60 / M 24030/425 DOOR= , „ t i _ p /a / Q d r in / N. 4,918± Sq. Feet 33.24 5,865± Sq. Feet , 'S t 2 1 2 STORY a 0.113± Acres I 0.135± Acres 2 3 w '� 3 % WOOD FRAME I HEREBY CERTIFY THAT THE BUILDINGS ARE LOCATED AS SHOWN AND THAT THIS w 25' r o t 2-FAMILY f PLAN IS BASED ON AN ON-THE-GROUND SURVEY AND PRESENTS THE FACTS AS N / n WOOD DECK ' \ >PEAK=66.58 331 FAYETTE LLC CL * - - 32.5 #13 FOUND AT THE TIME OF THE SURVEY. o & STEPS c.w e c.> DWELLING D 34478;/81 / r 41 , BIT. CONC. 1 r WOOD p = l 5-.7 LANDSCAPED 3 1 i DRIVEWAY v DOOR # I \ 32.__ _..., co v�° + . STEPS #11 1 BULKHEAD P� `. M � Ri ; 35.13 �/ DOOR= r r 2 r, r rN rrr rr r rear r rr, BIT. (, NO t m S �Q 1 Q fr V1 �, r ry r.rrt rr r. / ,,r <36.86 O v rr r,, +32.2 ,, .r / �IHOF , s / y o + .3 DRI 11.7 STONE PAVER �klS,p c� I P ,.rrJ �L o act 53 WALL off' 9� 161 3 / DOOR- i +33.7 +3 \ 0 / GRASS C's / w o GR SS EDWARD yN z 3. 33.52 oy l\ ti'a io 3"�'..�/ -33 o DIXO d , 0 �y 1 N 32.66 rrrrrrrrcr ,r„r .,r,,cr rrrr � "� ! l _ o .. o No. uii W / N 1. S76'1818 W 88.30 _ - 84.0(0 7 818 W 38.00 40.00 50.11 47.44 34344 0 �' t a - CONCRETES WALKo BIT. CONC. SWL __-' _32-- w e 3 GIs D D ?� VGC ��1 " VGC �, VGC �2 > > , .r +c uwo S T 6�.R-W` �D p� 12 VC DRAIN �� D Oy D D D � D D D� 9?- -�- D ,� D DS D D BIC-6WE- D D D D D D D _ y l� c� S S _,3 T .yV - W » � W W w yy W W w _. _ - WALK �- 3 l (B1) S �` S\ 1 VC SEWE _S_ S S _W o- - 1N 111 W W W W W W 1N w �N W PROFESSIONAL LAND SURVEYOR DATE N � D (R1) �� w 2" WATER . O�i S S S S S S a S S S S S S S S S I� N W i I -� 1- W w w �, - -�- w 'w w w w w w w w w w w w 3- w c� M �..., " o c O G G G G 0: G G - -G` GAS G G G G G G G G G G G G G G G ►� EOP EOP l M _ Z C'4 V • W � I 33_-_ Q V) M J J � � N 3 MH (BLOCKED) DMH I SMH DMH ob RIM=33.08 w RIM=33.58 RIM=32.31 RIM=29.07 � r. 15 INV.=27.1 LI"_ r� o I N 8" INV.=28.3 8" INV.=26.8 18 INV.=22.6 V N �. w z V) w PLAN NOTES: CL I' 1. . THE EXISTING CONDITIONS INFORMATION SHOWN HEREON FOR 331-335 LAFAYETTE STREET AND 5,7 � ¢ & 11 WEST AVENUE WAS OBTAINED FROM ACTUAL FIELD SURVEYS PERFORMED BY bGT SURVEY GROUP-NORTH SHORE ON JUNE 1 & 2, 2015 AND JANUARY 14, 2016. J M N 2. ELEVATIONS BASED ON NAVD88 AS ESTABLISHED BY GPS OBSERVATIONS. N o Q w 3. THIS PLAN IS PREPARED FOR OUR CLIENT US L+- N E ONLY FOR' THE SPECIFIC PURPOSE OF OBTAINING N PERMITS AND LOCAL APPROVALS, AND IS NOT TO BE USED OR RELIED UPON AS A CONSTRUCTION DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE v MORIN-CAMERON GROUP. M 4. ZONING DISTRICT BOUNDARIES COMPILED FROM CITY OF SALEM ZONING MAP DATED AUGUST 2006. M 5. ABUTTER INFORMATION OBTAINED FROM THE CITY OF SALEM ASSESSORS AND GIS. M M 6. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE BASED ON LOCATIONS OF OBSERVABLE FIELD EVIDENCE AND RECORDS OBTAINED FROM THE CITY OF SALEM ENGINEERING FLOOD CERTIFICATION: DEPARTMENT. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, DGT SURVEY G ROUP � NORTH SHORE EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING OR Z PLAN BY EXAMINATION OF THE CURRENTLY APPLICABLE FEMA FLOOD MAP THIS OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN CONTROL A DIVISION OF DIGITAL GEOGRAPHIC TECHNOLOGIES, INC. 0 " OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. Z Z N SCALE: 1 = 20 PROPERTY LIES WITHIN A ZONE X (AREAS DETERMINED TO BE OUTSIDE „ „ THE 0.2% ANNUAL CHANCE FLOOD PLAIN) AS SHOWN ON THE FLOOD CALL DIG SAFE AT 1-888-344-7233. THE MORIN-CAMERON GROUP ASSUMES NO 18 CENTER STREET TEL: 978-465-9992 Cn J INSURANCE RATE MAP COMMUNITY PANEL NO. 25009CO419G WHICH RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY 0 o U SUITE 1 Info®d tsurve com 0 10 20 40 SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENTS 9 y' X Z Z BEARS AND EFFECTIVE DATE OF JULY 16, 2014. NEWBURYPORT, MA www.d tsurve .com MUST BE CONSULTED. 9 Y W O � 01950 U Z m THE MORIN-CAMERON GROUP, INC. 2016 - o PROJ. #3359 __T l._ Tl ZONING TABLE PARKING TABLE USE REQUIRED RESIDENTIAL ONE RESIDENTIAL TWO BUSINESS 331-335 LAFAYETTE NEIGHBORHOOD 811 STREET 5-7 WEST AVENUE 11 WEST AVENUE COMBINED LOTS BUSINESS & 1 SPACE PER 150 SF GROSS FLOOR RETAILESTABLISHMENTERVICE FAMILY �. �� AREA, EXCLUDING STORAGE AREA = 1,500 SF / 150 = 10 SPACES .: REQUIRED REQUIRED EXISTING EXISTING EXISTING EXISTING PROPOSED cn c SETBACK REQUIRED Q 36 SEATS + 4 EMPLOYEES (1 PER 0 RESTAURANT, , cD MIN. LOT AREA 15,000 SF 25,000 SF 6,000 28,443 SF 5,865 SF 7,750 f SF 42,058f SF 42,0581 SF z GROSS USABLE FLOOR AREA 4 SEATS + 1 PER 2 EMPLOYEES) = O W MIN. LOT AREA PER UNIT 15,000 SF 3,500 SF - - 1,466 SF PER UNIT 3,875 f SF - - 11 SPACES � w Z cnZ �o Lmu MIN. LOT FRONTAGE 100 FT 100 FT 60 FT 16,000 SF / 1 ,000 SF x 3 48 Z 318.48 FT 84.00 FT 40 FT 442.48 SF 442.48 SF BUSINESS OFFICE: 16 000 SF _ b o z Q - , : a a z OF NET FLOOR AREA (3) v SPACES c<a MIN. LOT WIDTH 100 FT 100 FT 60 FT 187.7'(LAFAYETTE)/123.9'(WEST) 82.54 FT 40 t FT 187.7 FT 187.7 FT w02 RESIDENTIAL: 1.5 PER UNIT 2 UNITS x 1.5 = 3 SPACESm MAX. LOT COVERAGE 30% 35% 40% 35.8% 35.2% 12% 30% 19.5% z = LL TOTAL REQUIRED 72 SPACES � o Zo3 MIN. OPEN SPACE - - - 5.7% 24.8% 80% 22% 10% TOTAL PROVIDED 72 SPACES 0- z g ~ ol• 1.6' LAFAYETTE 1.3' WEST 12.8 FT 1.3' WEST 4.0' LAFAYETTE 13.0' WEST ;1111 z � 15 FT 15 FT 15 FT (LAFAYETTE) (WEST) <15 FT (LAFAYETTE) (WEST) I w12 &� MIN. FRONT YARD DEPTH TO OVERHANG. 0.6'±/ 0.3± TO OVERHANG. 12.0 FTt 1.6 LAFAYETTE OVERHANG. 2.5/ 12.0 (WEST) PARKING NOTES. _ o MIN. SIDE YARD WIDTH 10 FT 10 FT 10 FT 0.1' (LAFAYETTE) 5.0 FT <10 FT - 64.0 FT - 1. EXTERIOR PARKING SPACES FACING LANDSCAPE BEDS ARE 9' O : (n j M WIDE AND 17' LONG WITH A 2' VEHICLE OVERHANG. ALL w c W LL G) w uj t MIN. REAR YARD DEPTH 30 FT 30 FT 30 FT 22.8 FT >30 FT OTHER NON-ACCESSIBLE PARKING SPACES MEASURE 9 WIDE z cn P _ AND 19' LONG. ACCESSIBLE coz co MEAN RIDGE - 35 FT t MEAN RIDGE - 28.5 FT f PARKING AND LOADING SPACES ,�RR ;; o Z 0 FT - 40.5 FT t 40 FT 90 L' z z o oo MAX. BUILDING HEIGHT 35 FT 35 FT (1) 3 MAX. HEIGHT = 40.5 FT f MAX. HEIGHT = 33.3 FT f MEASURE 8 WIDE BY 19 LONG. wQ �i 0p . MAX. BUILDING STORIES 2.5 2.5 (1) - 2.5 2.5 2 2.5 3 STORIES 2.- EXISTING SITE CAN ACCOMMODATE 35-37 PARKING SPACES. > " 1111 v MIN. BUILDING SEPARATION 40 FT 30 FT - 23 FT 23 FT <10 FT 23 FT - 3. NET FLOOR AREA EXCLUDES SPACE FOR STORAGE, HALLWAYS, �I STAIRS, ELEVATORS AND UTILITIES. PLAN NOTES: G�VgETT � ? 1. THIS PLAN IS PREPARED FOR OUR CLIENT USE ONLY FOR THE SPECIFIC PURPOSE OF OBTAINING o II PERMITS AND LOCAL AP a PROVALS, AND IS NOT TO BE USED OR RELIED UPON AS A CONSTRUCTION LL _ DOCUMENT OR ANY OTHER USE BY OTHERS WITHOUT THE WRITTEN CONSENT OF THE ° N IAORIN-CAMERON GROUP. N 2. ZONING DISTRICT BOUNDARIES COMPILED FROM CITY OF SALEM ZONING MAP DATED AUGUST 2006. �NOWwoo Q 3. ,SEE VARIANCE AND SPECIAL PERMIT GRANTED BY THE SALEM� •'�--•-..�. ZONING BOARD OF APPEALS ON JANUARY 20, 2016. 4. ALL EXISTING TREES WITHIN THE SUBJECT PREMISES WILL BE REMOVED, EXCEPT AS SPECIFICALLY' Q TREES TO REMAIN NOTED HEREON _ o TRANSITION 4 EXIST: TRANSFORMER o FENCE TO s" TO REMAIN DEMOLITION NOTE: L 229 _j C14 9X10 DUMPSTTER PAD AND : clq FENCEENCLOSURE ,, FENCE N >_ 1. ALL EXISTING STRUCTURES AND ASSOCIATED UTILITIES TO BE RAZED UNLESS OTHERWISE NOTED N N a b FREDERICK NEMIROVSKY p �W a a- o r� 327 LAFAYETTE STREET ON PLAN. DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH ALL LOCAL, „ i= i= m All -�In 16330/93 m N , STATE AND FEDERAL REGULATIONS. m m m o W /m EXIST. FENCE TO BE REMOVED) a , 40 .:., m o o l a FROM SUBJECT PROPERTY 65ro�'oi E x": oo PROTECT EXIST. -; :., i CURBING NOTES: w Q _W CL CL 0 Q i W TREES ~ 9 PROPOSED LANDSCAPE o 1:111., .�•.. , .. 0 0 ;: .. .., .. . :•.,...,,, :-... ,1111. ,:•,1111. m '." ,.. :„'.: :` . ,• .: AREA TYP. 1. VERTIC URGING TO BE INSTAL :.• ( ) w••:.;; :;';•:,,:1:111:;.. AL GRANITE C LED FROM STREET ENTRANCES TO THE BEGINNING OF •x;7.77. ., ,, ..C.., .. . . •:... J ;'.r. ' .:, ..f, ' 1111,c., :+ •n .• Y c� .. .... .....: .:. : ... . : , :.. . :.: NEAREST ••¢. 2 PARKING SPACE 1 1111 . . :. ,1111.•1111 .. ,..: - "': '. .. O ...,:"1.1•;1:1 W >•..:.:.:,:..:.:::•.;,•.. ,•..•:,. .. , .a •: .. .•. . 1111. ••. ;•.., . , ..•., 1111... 2. EXISTING- •Q Z ;:,:•.;•• "" � �,� cc .y� •.,:._.. ... .., :. .; :., STING VERTICAL GRANITE CURB BEING REMOVED SHALL BE STACKED ON SITE AND REUSED. . � r .: PCC / P �,p 3. CONCRETE CURBING SHALL BE PRECAST OR EXTRUDED IN PLACE. 1-1 0 ��•, 0 4, '~•° PROP. "SMALL o LjjCAR" SIGNS U'l � ; ; : M.U.T.C.D. LEGEND WIDTH HEIGHT � PROP. CONCRETE c .yam m ..._: SYMBOL zDRIo cn �SWAY APRON $ zwPROP. a o �BIT. CONC. li PAVEMENT /� `- ,:..;. " " N z 0 4i e d :; 1T :'; SCREENING I ENCE R1-1 30 30 0 _ o 3 O U , W Q PROP. �� A 19 19 21.5' '::,:. AND PLANTED > UJ °o v BUFFER (TYP.) w v w Q BIKE RACK N 10 0 10 cr cn f :111:1.. :::'R 1 .:: o w .� z a J � �, m O .. 1111 1,,,111 •. ,� .. .,•. ,1111..;:• n �aJ-- � 1 r: $a . 1111 . ,......:.:/.'• o 1., 111, R5_1 30 " 30" PCC P ;� N5 2 � Z' -.-s•- _. _'T ��' -�. .::^„:�. .. , 235 i� 129 �+ o - f l L� • "� :...: c,, c�, : ..:. . � I, 1111. -W HANDICAP PARKING v J PROP. SMALL 1 ! NOTE._ j 1 SPACES & SIGNS :: Z . � PROP. PLANTER ��"� •� zQ CAR" .SIGN _ ly 10 ^ PROP. SMALL SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MASSACHUSETTS Q j' . " CD BED (TYP.) r J : PROP. ,= CAR SIGNS HIGHWAY DEPARTMENT STANDARDS FOR THE LATEST SIGN SPECIFICATIONS, Z i BUILDING "' N F TEXT, DIMENSIONS, COLOR AND NOMENCLATURE. Q o ; �.- •. OVERHANG �.. N ,, • F '-.';'•9 GREGORY & CYNTHIA I- .-. ,.•�• ZAWISLAK �► I. a :11: 11_. < SIGN SCHEDULE N 17' 4 ;' •111:•1.: .:•.•:• 13 WEST AVENUE N c� - O 25955/113 ' ' I PROP. MIXED-USE COMMERCIAL BUILDING - >';.. ;.: (NOT TO SCALE) . T 4 FOOTPRINT AREA: 8,157 SF PROP: STEPS �, 1 0:9 . 1111 1st 0 = FL OR 4,500 SF COMMERCIAL •• • M TYP. PCC G ( ) 22 • 1111.; 11:11 �. ._ •• •• � ':. •1111..:•.,. 3,657 SF OFFICE I r 1,1:11 '•• '• PROP. N V s 1111 . . . .._ Q W ., •...• .: : 1:111-•. :1111 ..:.•... . ... ...,. : ... ..,. ......;•,:::... Z � LEGEND. _ - •• • _ ,. •. , . --, .� (. : I 2nd FLR-8,287 SF OFFICE I „ TRANSFORMER N N - .. •rr 3rd FLR 7 944 SF OFFICE PAD 1. 4 J M cv �D:: 0 GROSSFLOOR w AREA: SF � R7J'3J7Y7YdiT ,^ LIT h • • •. ::11:11 ...: •.: ..• • �:.. .,:•1111 ..;,_: ::•1:',111 ;. CATCH BASIN REMOVE AND RELOCATE EXIST. i ;. s 11 :11 :.. '.:: EXIST. o LL V r7 O - cV 8 - O l� TRAFFIC SIGNAL, BY OTHERS �, 2 FAMILY ,� .Y.. .: :..• DRAIN MANHOLE l a. .. DWELLING TO 0 A HOLE cn o (COORDINATE WITH CITY OF SALEM) 1 F :� ..• _>" � �•:� z � 19 2 1/2 STORY - - 7- I ® REMAIN Z (/) H o Q ;,. I WOOD FRAME HANDICAPPED PARKING Q Q W n Q 2-FAMILY W c�i W PROP. J m M PROP. DWELLING PAINTED TRAFFIC FLOW c { n I'.�' � PROP. � ., . - BIKE RACK r BIT. CONIC. � t' ..•: •,.., .. WOOD I... D00 ... PAVEMENT LANDSCAPED . ... STEPS �- " PARKING SPACE COUNT 93-9 �, D .. 10 O O . a 1- . � A .,,, � .. ... _ W I , 4 . STONE PAVER +32.00 EXISTING SPOT GRADE J - o✓ ��_. . R5-1 Q o R5WALL -1 cn GRASS BN BULLNOS r cn N E GRANITE CURB v 11,11. cc SL /VGC a w111•,1. 1111 .. .... .. .. . • 1111 .. 1111 .. 11.11 .. . .. . . • -` CC cn ,' ,,...,.,.. •,..• .• :•�.:. , .., .,.•,: CONCRETE CURB S76'1818 b' . , . OOr" '::: 767 i$"W:: 38:Ob,;- :.,. 40.00 (/) r EXIST EXISTING " FT ........ ____ ., __ ._._. " FEET __ ._. TREE TO _11__11.._.._ _ __ ____.� _____......_.._... TYP TYPICAL � SM U� �1GC 'Y°GL � e i--"ti vcc REMAIN PCC PRECAST CONCRETE CURB M BIT. M CONC. PROP PROPOSED LIIMIT OF PROP. ,-; � WALK VGC VERTICAL GRANITE CURB .- B1 WE .S T AVE N SIDEWAILK EASEMENT ( ) U E .�.. 11-11 � �.... ..�.. 1_111 11-11. �. .�.. .•.� PROP. CONCRETE M PROP. STRIPING AND CURB REALIGNMENT (R1) , , (PUBLIC-40' WIDE) DRIVEWAY APRON M BY OTHERS (SEE PLANS BY STANTEC PROP. 5' WIDE CONC. SIDEWALK o DATED FEB. 2016) & VERT. GRAN. CURB w DGT SURVEY NORTH SH ., ORE PLAN A DIVISION OF DIGITAL GEOGRAPHIC TECHNOLOGIES, INC. O INTERSECTION IMPROVEMENTS BY OTHERS }- Z SCALE: 1" = 20' (COORDINATE WITH CITY (OF SALEM) 18 CENTER STREET TELinfo@dgtsurvey.com 978-465-9992 J J (� o SUITE 1 tsurve .com CL 0 10 2 0 40 - 9 Y z NEWBURYPORT MA www.dgtsurvey.com cD` 9 Y )�J 01950 h TEz o THE MORIN-CAMERON GROUP, INC. 2016 o PROJ. #3359 -- r T --�- -- SOIL TEST LOG (TP#11 BY: MICHAEL LAHAM SE , STORM DRAIN NOTES: 13701# 1. STORMWATER CONVEYANCE PIPES SHALL BE 12" HDPE (ADS N-12). on DATE: 2/12/16 A: 1 OYR2/2 2. BACKFILL SHALL, BE COMPACTED TO 95% MAXIMUM DRY DENSITY BY FINE SANDY LOAM00 :,,•: E- AASHTO T 180D METHOD. 14n Z Bw: 1OYR4/6 0 0 3. SHEETING, IF USED, SHALL BE REMOVED PRIOR TO BACKFILLING TRENCH. FINE SANDY LOAM z =o 26" 0 :5 cn_. . co 4. UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED AND REPLACED a Q Z J m g WITH APPROVED (MATERIAL AND SHALL NOT BE USED AS BACKFILL. < w o 0 zU) 5 TREES TO Cl d: 2.5Y5/4 .,. w o a 5. UNSUITABLE MATERIALS SHALL BE REMOVED FROM BENEATH THE REMAIN SILT LOAM z z o EXIST. TRANSFORMER ` INFILTRATION FACILITIES AND REPLACED WITH CLEAN, GRANULAR FILL 0. o g r o 2 TO REMAIN " U c _W� D 24 BREAK MEETING THE ASTM C33 SPECIFICATIONS (CONCRETE SAND). > 5; DMH 4, �, 229 9X10 DUMPSTER PA AND IN CURB " z & 01=29.07 Q e 56 w " v 3 FENCE ENCLOSURE CB-2 5 _ p 1s INv.=22.6 z 4, FREDERICK NEMIRovSKY 6. CATCH BASIN ASVD DRAIN MANHOLE RIM SIZES MAY NOT BE ILLUSTRATED w " V 327 LAFAYETTE STREET RIM=28.70 = O cn w LL CONNECT PROP. 12 HDPE PIPE CB-1 16330/93 INV.=25.00 ,, - Y. ; ..,.;.... RIP-RAP SLOPE TO SCALE. C2: COLOR VARIES ' w W r 0 EXIST. DRAIN MANHOLE _ EXIST. FENCE TO BE REMOVED 10 ,; :.:•..s... PROTECTION A 4) w W T RIM-29.50ALTERNATING LENSES OF z cn I- -23. 0 - (d50=4-) r� FROM SUBJECT PROPERTY +:,_ 29 : : ; 28 INV. IN 1 - INV.-24.15 ' ( ) / � ...•...;_•:.•;;:•.. •:,•:•,'... 28.50+ ... ,. �.., MED-COARSE SAND & � ,,; z o Z tRco PROTECT EXIST. CB-3 FINE SANDY LOAM w "_ " g o TREES _ - + a.5 i - (1 4 THICK) -.:. TE) J' � �• --tY" .(DOME GRA - 3 _ _ r =, RIM 27.90 GENERAL UTILITY NOTES: - • TIL( � 28.23 f;• • :. ,4.. � �i � .• IN .=24.85 2 .8 .i, . :.::••��,. -.:.;. .,• :.•,;.; 28.70+. REMOVE EXIST. UTILITY POLE IN D ;. , I -,=. , o / 1. THE CONTRACTOR IS SPECIFICALLY CAU11ONED THAT THE LOCATION AND/OR + _.-,- -....,_ i / NO REFUSAL COORDINATION WITH LOCAL - ? .'::: w 3t) �a. �' '-= / 28.50+ ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE z. p o "'-� n ?� �'lo " NO OBSERVED GW UTILITY COMPANIES / /j ° N 9 ' p`? 24 BREAK IN CURB PLANS IS BASED( ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE c, �� o w S' ;I POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT 79.6 / .j \ TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL �, rs � . x .�, '' UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD SPG o c� OUTLET CONTRO ,�, y a 28.97 S� / i sa \28. co N . ,. I BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE o y STRUCTURE (OCS= `O ( �� CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY o S=0 5% , RIM=31.50, INV.(A)=28.90 \ DMH-2� I'- +2X' l GOVERNING PERMITTING AUTHORITY, AND DIGSAFE AT LEAST 72 HOURS o o ��"` �� 107-LF INV. B =24.30, INV. C -24. 5 \ z \ C-1 `' PRIOR TO ANY (EXCAVATION WORK TO REQUEST EXACT FIELD LOCA11ON OF -- .ei-,w_ O O- �I . .• s •• RIM=30,40 f 9.22 / ?I��---- -- \ .ri-y... ( k: l cr --- _._.�__ (C) (B) 32-LFI INV.(IN)=24.51 U1ILI11ES AND TME ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY U1ILI11ES tio�,0yoo DMH-1 Ql�t-r = L :> INTERFERING NTH THE PROPOSED CONSTRUCTION AND APPROPRIATE LAJm �..�.�.• � ``-----------�';, ... D _ Q \ INV.(OUT -24.46,., , ,...w.,..� • .. , RIM=30.00 _ 0 S-0.5% I :�`:� ? REMEDIAL ACTIOI�J SHALL BE TAKEN BEFORE PROCEEDING Will-1 THE WORK. IT :. ..::. ; (A) f--- ra „ .,ry r.. \.•,.., - SHALL BE THE RESPONSIBILITY F INV. IN =23.70 32 7 cn I :- NOTE: INSTALL SILT SOCK EROSION TY 0 THE CONTRACTOR TO RELOCATE ALL ( .) ' - :�� c„ n \ \ a.- ::,.: : EXISTING UTILITIES WHICH CONFLICT WITH to l� v 29.47 , _/ ,: ';;'. INV.(OUT)=23.65 i' ` •i rvfi a .� . . CONTROL AT LIMIT OF NEW FENCE 11-I 11�E PROPOSED IMPROVEMENTS r o PRIOR TO CONSTRUCTION04 SHOWN ON THE (PLAN. - 0630.40 / +32.22 32.40+ \ I \ I - "` :..: 2. THE CONTRACTIOR SHALL BE RESPONSb8l co IBLE FOR STABLISHIN ND o\ 2 E G A0,45 . . . I �"i Z l _ N +30.90. •. s. :. \ I L, _....\..,... . . _ ... \ \-PROP. 235MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE- __ � ;� - _ I ra . r � J32.90+ J0.5 -. .1. •T ._+ a. 1 - ._ :\ �o WORK. NCL 2.80 " I \ \ :.� � SIL a s I;:' \ \ � / f:'. FENCE �' - Q / c�f =33.30 ': I. I \` \ �/ t 3. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC, CABLE AND N N w N ¢ p- -"w° �,.,,.w „ II TELEPHONE COMPANIES, GAS PROVIDER AND SALEM MUNICIPAL UTILITY t PROP. 8" HDPE, I �' 0 �� , ry � � �i .._. . � m m m =u m r o I \ _� �: DEPARTMENTS T(0 VERIFY THE LOCATION SIZE AND TYPE OF ALL UTILITIES } m m � m f - 3.36 \ -._._ ., .. m o ;:� ___.• ROOF DRAIN \ ,w _ #mTl -"'\ CB-4 �,�:. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL GIVE .SAID UTILITY. o w .. � _ \ z o / I S 2.0% ui I I RIM=31.10 . \ : N/F COMPANIES ADVANCE NOTICE OF WHEN THE UTILITY LINES WILL BE INSTALLED. N ¢ w m ¢ INV.=25.80 a. o -7 o _ I I .GREGORY & CYNTHIA Mx \ ZAWISLAK I ;w •J #,. I. e I I RAVEL- ..:<- ;.<:: 13 WEST AVENUE kvY ti ' +. .7 :` : •' 25955/113 Q :' vNi W�. =1 v 3 ;. I: A PROP. MIXED-USS COMMERCIAL BUILDING ••' : L uGE : .:.: ... / WATER AND SEWER NOTES: o o FOOTPRIN i' AREA: 8,157 SF \ f. . / / �z ; . g 1st FLOOR=4,500 SF COMMERCIAL �y6 :_m I +� \ .`..•.;�.�,.,.- 1. PROPOSED WATER AND SEWER SERVICE CONNECTIONS SHALL BE COORDINATED ¢ 0.99 ' 5- SF CE 'S41.. , 'I / 30.50+ :• .: PROP. WITH THE SALEM ENGINEERING DEPARTMENT. PRIOR TO CONSTRUCT10N THE o .3,3.36+ Q 3,6.,, OFFICE �' x s +32.80 �, �,I I/ 2nd FLR=8,287 SF OFFICE _ :::; N THE • TRANSFORMER DEVELOPER SHALL SUBMIT FINAL CONSTRUCTION DRAWINGS FOR UTILITY m 3rd FLR-7,944 SF OFFICE c� 1 4 PAD CONNECTIONS FOR THE BUILDING. f)/((1 ffj/I {' • / «cv ..,_,,.e.r..,,m..w,a.aa. 1f.. ... . i - GROSS FLOOR AREA: 24,388 SF ryry WOOD STEPS I. •� _ _ �� r>151 t.i!.il lt.ara i'lt rl i°'. 1 .S sv/ i ! N f2 �- FIRST PLOOR ELEV.=33.40 `- ,6 :# r i _"`' J EXIST. 2. A MINIMUM OF 10 FEET CLEAR HORIZONTAL SEPARATION SHALL BE MAINTAINED Z PROP. 6 LF 6" / a �UGE 'f 31 50+ t 2-FAMILY BETWEEN SANITARY SEWER PIPES AND WATER PIPES UNLESS CONDITIONS z w 1 ._. ., f PREVENT A LATERAL SEPARATION OF 10 FEET IN WHICH CASE 111E CONTRACTOR / PROP. SUBS RFACE DWELLING TO 31.60 CAST IRON SEWER h; 1 ' �� ' - � � .... a1 / .. . . RECHARGE S�'STEM •' � :` � 2 1/2 STORY , i , t ,� � , REMAIN SHALL CONFORM TO NOTE N0. 4 BELOW. Z o S=0.02 FT/FT :' WOOD FRAME } .1 N o 3 1 ,• •:.. � (SEE DETAIL w., ,�..w� ,.� .:. � � F " �. 2-FAMILY 3. ALL SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR-35 UNLESS > 5 PROP. 5 LF 6 \ / - - i DWELLING i 32.E w w o .33.36+ Q CAST IRON SEWER \ I . / , OTHERWISE NOTED. U _` ? . • S=0.02 FT FT ,- J:� m . �� a LANDSCAPED t STEPS w 4. . , FT/ 93'-9" �, I 3�2_ ^ 4. WHERE SANITARY' SEWERS CROSS WATER SERVICES OR A MINIMUM OF 10 FEET o a `� +.:322 LATERAL SEPERA�TION CANNOT BE ACHIEVED, uj THE SEWER SHALL BE LAID AT S .• . . " . :.::" .•.:..'•::..:.:...:'....., �. ....... .,..�' :.. , o _ .• � �` STONE PAVER SUCH AN _ELEVA1T10N THAT 11-IE CROWN OF THE SEWER IS AT LEAST 18 INCHES. 1.5 32.16 33.50+ �-.: ..: . .�:.�. o - WALL w ' ' � � •..•. •:: � ,.:..�':''••••" ��;••,_,. � " o BELOW THE INVEIRT OF THE WATER PIPE. IF THE ELEVATION OF THE SEWER ca R / \ t 32D5+ + 2.50 GR ss j CANNOT BE VARIED TO MEET THIS REQUIREMENT, THE WATER PIPE SHALL BE m Q..\'Q. S ,.. 32.78 Q.;�:::.`.. r+ +32 50, \` -733 'r3 .. :.. '.: `t • :_ ,. ,� • RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED WITH o - WATER SHUT OFF , .•; •�;,:� M:,.:. .�:• �, :F:;. 5o.tt 32.96 :� - x NCE OF 10 FEET ON EACH SIDE OF THE M HANICAL SMH c� \ _ ;r __.:.....:..:_.__ ....... s'. ? • ..:1 ., ;-- SEWER. ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED OVER THE W �v - __ -� . __. .:: _.. _. -_�.,._..�1T. SWLK .. � d : • TREE TO RILI_ X32 55...... _ _ _�_.._.:......... _.........� _, 33� �, o �••., w ------•-'----� a [--- o.,.._.m-......_,_, - _._._...._ _= . ,.._ ��. _ : .. ...:. ....... .. -........._. __ __ _ ___..__ BOTH JOINTS. WILL. BE AS FAR FROM THE SEWER AS POSSIBLE. � 12' INv.=25t "---- DP.11 VGC �; '-4 :74 32.50 c� r aOGC VGC , �, REMAI SEWER SO THAT WA 7r - '"� `�� 2 15" VC DRAIN --- �? WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION AS STIPULATED Z s w&-- � `-� n --�- D A t D --- [ y� D - D D --- D D D - ---s- D o D D DeI1� D D D D D ABOVE, BOTH THE WATER PIPE AND THE SEWER PIPE SHALL BE ENCASED IN -----_ s - - --- 1 vc EwER `r - W - W E S -a -- WALK T A V E N U E 1_z ---- `u o G w t W W W CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF S `� S .� S S S -----ca a cy x S S' S S r z THE OTHER PIPE AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. Q .: 12 MATER . ., � PUBLIC-40 WIDE �• � � _ W W � � - w y; W W � W W v w W W W W W w - -- w --- 5. WATER, FIRE AND) SEWER SERVICE SIZES AND LOCATIONS TO BE CONFIRMED BY ca r� PRO. GATE VALVE 4 CA s _ n G G G - G G G G c - c G G G c G G Ga G G G G G ' G G THE PROJECT MEFP ENGINEER PRIOR TO CONSTRUCTION. 04 EOP EQP \ 2 4 c9 4 V D)MH PROP. SEWER MANHOLE D1,1H Z W J 04 MH (BLOCKED) _ Shcl _ EROSION AND .SEDIMENTATION CONTROL. c�i R II -33AI3 = = RIM-32,t2 Q J RIM=33.5s � M �. RIM 33.00, INV.(IN)-28.00 RIM 32.31 " ^ � l I INV.= 28.3 INV.-27.1 ' 15 INV. 28.3 J � N �, s INv.=2s.3 INV.(OUT)=27.90 s INV=2s.s WIDELY ACCEPTED PRACTICES FOR REDUCING EROSION AND SEDIMENTATION WILL PROP. 4" CLDI (CLASS 52) FIRE SERVICE INSTALL SILT BE EMPLOYED IN THE DEVELOPMENT OF THIS SITE. Li.. _ Lo M w " SACK ON CB V o PROP. 25 LF 6 PVC SDR-35 N w f� USE TAPPING SLEEVE & VALVE ( ) O Q TYP. cn o SEWERS 0.02 FT FT J• I / 1. THE DEVELOPMENT OF THE SITE HAS BEEN PLANNED TO MATCH EXISTING �tJ PROP. COPPER TYPE K' WATER SERVICE, - 7" ( .) z � I- w PROP. GREASE TRAP DRAINAGE PATTERNS TO THE EXTENT PRACTICABLE. Z (n 1- o ¢ CORPORAl10N STOP AND SHUTOFF VALVE W _j a.Q (SEE DETAIL) Q W N (i PROP. GAS SERVICE (TYPE, LOCATION, 2. SEDIMENT CONTROL MEASURES WILL BE APPLIED TO CONTROL ANY SEDIMENTS THAT MAY BE PRODUCED AS A RESULT OF SITE CONSTRUCTION C_ M J SIZE BY GAS COMPANY) n. LEGEND. ., cn ACTIVITIES. EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY Q GRED DURING CONSTRUCTION., � MONITORED M - Q CATCH BASIN O - 3. TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE, BUT NOT BE N � LIMITED TO, FILTER FABRIC SILT FENCES, SILT SOCKS, SEEDING AND Q �� QD DRAIN MANHOLE � N O MULCHING AND SILT SACKS 1N CATCH BASINS EXISTING AND NEWLY e w ( l.rL cn PARKING INSTALLED). N HANDICAPPED P ) v PAINTED TRAFFIC FLOW 4. SITE DEVELOPMENT WILL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL MEASURES ARE . IN PLACE. THESE MEASURES SHALL BE M O PARKING SPACE COUNT EMPLOYED UNTIL. FINAL PAVING AND ADEQUATE VEGETATION HAS BEEN 1� ESTABLISHED. +32.00 PROPOSED SPOT GRADE M 5. THE SALEM ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 M +31.95 EXISTING SPOT GRADE HOURS PRIOR TO CONSTRUCTION TO INSPECT EROSION CONTROLS TO BE BS BOTTOM STAIR IMPLEMENTED DURING CONSTRUCTION. EXIST EXISTING Z ELEV ELEVATION � Q FT FEET _ Z W � � S TOP TP TSTAIR PLAN Q TYP TYPICAL SCALE: 1" = 20' Q Z o V PROP PROPOSED SQUARE FEET Q -� Z SF Q 0 VGC VERTICAL GRANITE CURB o 10 20 40 1 O THE MORIN-CAMERON GROUP, INC. 2016 PROJ. #3359 I� 3-5 COURSES CLAY BRICK FRAME AND COVER TO GRADE AS REQUIRED (3" LETTERS MARKED -SEWER- C/) 0 z 0 Q (n CO O o 2" SQ. WOOD � co z o VMS< POST 6' O.C. WRAP ATTACHMENT CORD z z ¢a AROUND POST TWICE z I - PRECAST Z U o. Q Z 1� 2 �a ° CONCENTRIC ANGLE WOOD N CONE SECTION z =) !u : POST SLIGHTLY SILT SACK NOTES: w o a F UP SLOPE Z 1. INSTALL SILT SACKS IN EXISTING CATCH BASINS. INSTALL SILT SACKS IN PRECAST z z o NEW CATCH BASINS AFTER INSTALLATION. Or RING SECTION Q g h U Cr '90 :nQ CV N , Z U p 2 GRATES TO BE PLACED OVER SILT SACKS. a wa: � � O ° CO 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM z y " „ (n > LL .. --� " SHALL BE PERFORMED WHEN 8 • w c W DOWN SLOPE EVENTS AND CLEANING OR REPLACEMENTCIS wL DEPTH OF SEDIMENT IS WITHIN 6 OF GRATE. R ; .� 4 z V) �� 00 , cn o0 AV' TABLE AT co Zz PIPE DIAMETER O z o r, X CATCH BASIN GRATE 2 BITUMINOUS SURFACE COURSE w ; .: BURY FABRIC 6" MIN. IN GROUND. z \ 2" BITUMINOUS BINDER COURSE _' DO NOT PUT SPOIL ON WETLAND v SOW `pw � :��•• °..° > � a. SIDE OF FENCE. oo �.� ,.F SILT SACK P P P P P P P P LEVEL PRECAST RING SECTION CATCH SILT SACK WITH OPENING FOR NOTES BASIN P P P o P P P 15" COMPACTED GRAVEL BASE COURSE SANITARY SEWER PIPE 1. SILT FENCE TO BE INSTALLED AROUND LIMIT OF WORK TO PREVENT OFFSITE MIGRATION OF P P P P P P P P Z SEDIMENT DURING CONSTRUCTION. -° : .° CEMENT CONCRETE OR Errs PRECAST SECTIONAL PLATE(10 �P n l N ° '4 EXPANSION 1 REBAR FOR Q , ao J 3 s RESTRAINT BAG REMOVAL ° a. o SILT FENCE. COMPACTED SUBGRADE 48" (NOT (NOT TO SCALE) REMOVE ANY ILLICIT FILL NOTE. NOwwo0 (PLAN SECTION MATERIAL AND REPLACE 1. OUTLET INVERT IS A MINIMUM 0.10' LOWER WITH 95% COMPACTED FILL THAN INLET INVERT. SILT SACK SEDIMENT TRAP 2. PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WITH A WATER-TIGHT BOOT (NOT TO SCALE)I TYPICAL PAVEMENT SECTION CONNECTION (NOT TO SCALE) TYPICAL SEWER MANHOLE C • o (NOT TO SCALE) N `-' p N N ' n U a N O � CL EXPANSION JOINT 11 –0 a- "' > z SEALANT WHEN REQ'D n } } m N ( ) m m ¢ m 10-0 m o � TREATMENT VARIES L� W z En ¢ w a Q VERTICAL. GRANITE CURB o o v ¢ En o TACK COAT " VARIES 24"0 Cleanout " \ BIT. CONCRETE PAVEMENT Cover (3 Places) 4 CEMENT CONCRETE BUILDING FACE OR (6" THICK IN = FIXED OBJECT 12" TOP COURSE (1 " MIN.) o VEHICULAR AREAS) (MIN.) � CONCRETE I" PREFORMED SLOPE VARIES CURB W.WJ. MESH WALK SIDE EXPANSION JOINT EXISTING SURFACE R • -j << 1.5% (MAX.) I I' o — ��— ��'� FINISH 1.0% (Mm.) EI ' N toF— PAVEMENT oq. — I hi—� II — 4 ° o I a .. )� P P P P P O P III .G O a P P P P P o P P — �� SAWCUT EXISTING BIT. > a w — PAVEMENT AND TACK w f w COAT EDGE w ofof CEMENT CONCRETEUj a- (3000 P (3000 PSI–TYPE 1) _ N CEMENT CONCRETE (3000 PSI–TYPE 1) P `� 8" COMPACTED) GRAVEL COMPACTED GRAVEL PLAN VIEW 6" 6„ 12„t BASE 24” Riser 24" Riser o (MIN.) COMPACTED SUBGRADE 8" 8„ Finish 8" 8„ z Access Access Grade W NOTES. 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH 6"O PVC Z PRE-MOULDED JOINT FILLER. (SDR-35) Inlet 2. PROVIDE CONTROL JOINTS AT 6 O.C. ;: ;.. Q y,. 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. ., ,.. VERTICAL GRANITE CURB 4. CEMENT CONCRETE SHALL BE 4,000 PSI–TYPE 11. ° (NOT TO SCALE) ° ° . ° a �iJ M ° 6"0 PVC S cv CONCRETE SIDEWALK - (SDR-35) N � (NOT TO SCALE) Outlet r M M N V ° Z W � Q N C TRIEATMENT VARIES ° _! ^ cMv w Liquid STEEL REINFORCED Level LL _ L0 Outlet Tee V N O C N N PRECAST CONCRETE CURB. ,� O n Q a� 1 CHAMFER ° N Q c ZVJ . F-- W Rof TACK COAT rn Z (/1 �W a Q ° Q Q W U3 BIT. CONCRETE PAVEMENT d J c cv a „ - ••�t Inlet Tee TOP COURSE 1 MIN. N a SLOPE VARIES » � s— EXISTING I— „ SURFACE N — w cn M #4'S ® 12 EACH WAY — — — ° SHEA N J Of TOP AND BOTTOM I I .;,I I,III- • ° �/ ° ° • G N N ° a ° ° e ° w - _ — i - ' N VARIES _ .. W III iII 0 0 0 0 0 0 0 0 0 0 LOR _ • a N o 0 0 0 0 0 0 0 0 o R M �`' Min. Compacted t� – TACK COAT Crushed Stone I — EDGE SECTION VIEW III III II I I I - NOTES. I' „ n 0-2—COMPACTED SUBGRADE M 12 12V2" CLEAR TOE FOOTING ENTIRE �, PERIMETER " " CEMENT CONCRETE 1. CONCRETE: 5,000 PSI MIN. AFTER 2.8 DAYS. - X 2 DOWEL SOCKETS WEIGHT SHALL BE FURNISHED AT " " " (3000 PSI-TYPE 1) 2. DESIGN WILL CONFIRM WITH 248 CMFR: BOARD OF STATE EXAMINERS OF PLUMBERS Z 6 6 12 f AND GAS FITTERS FUEL GAS AND PILUMBING CODE AND APPLICABLE CITY OF SALEM ITEM N0. TK-M1500C 22,840 � ENDS OF ALL CURB # 4,000 PSI MIN.. COMPRESSIVE COMPACTED GRAVEL BASE — (MIN.) REGULATIONS. „ SECTIONS TO.RECEIVE , STRENGTH CONCRETE 8 THICK 1/2" DIA. DOWEL 3. ALL REINFORCEMENT PER ASTM C12.27. TK-Ml 24,783# COMPACTED 4. DESIGNED FOR H-20 LOADING. U Cn SUBGRADE 5. SIZE TO BE CONFIRMED BY MECHANIICAL ENGINEER. Q � COMMEIRCIAL LINE GREASE TRAP 1.500 GALLON MONOLITHIC �'— a �. Z N cn w ( OT TO SCALE) c� Z 0 CONCRETE DUMPSTER PAD PRECAST CONCRETE CURB SET IN NEW PAVEMENT Z OO a . © THE MORIN–CAMERON GROUP, INC. 2016 (NOT TO SCALE) (NOT TO SCALE) < o PROJ. #3359 --� 2 J TtJ 00 z M : o y ■ , J O w )z ^ U � z == DETECTABLE W Z o g <M WARNING PAD a ¢Z J UR DETECTABLE 8" THICK CONCRETE ROUNDED PLASTIC CAP w o o WARNING PAD DRIVEWAY APRON WITH SEE WHEELCHAIR ACCESS RAMP DETAIIL z� DW� a pCE I WOVEN WIRE MESH in ° . . . ° . B .., zz oW§OFA�TE o gEDGE Rp9 > � 5^ .• ° ° z o. CONCRETE FILL w MC .a SIDEWALK " O w �' " 6 STEEL PIPE FILLED WITH M > - DETECTABLE ��1' ,�, CONCRETE AND PAINTED w W 00 �F SEE • h CAUTION YELLOW LL z U) !yq WARNING NOTE 9 .;.•. "� a Oc/)oZ00 op op l�. PADS 1/4" LIP - 4 FINISH GRADE SURFACE w z a (MAX.) M\N� TREATMENT VARIES m a -j7 �—7.5%* 6#-6" (MIN. 2-p 1 m ) VARIES66" (MIN.) EDGE OF ROADWAY U --- 2' DIA. CONCRETE SUPPORT to LOW SIDE TRANSITION A HIGH SIDE TRANSITION i { �r� a ao NOTES: IN ° ul COMPACTED GRAVEL LL jr 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% (1% MIN.). 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5�a A COMPACTED SUBGRADE � � 0 URB AMPS SHALL BE 7.57. to c.. tioWw o 3. .THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE R UTE C R I � o I 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (.E. HYDRANTS, � UTILITY POLES, TREE WELLS, SIGNS, ETC.) 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. co 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED 0 AT INTERVALS NOT TO EXCEED 200 FEET. NOTES: 9. ELIMINATE ALL CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. 1. 0.5% TOLERANCE FOR CONSTRUCTION BOLLARD 0 � e �tEU o N (NOT TO SCALE) a >- ACCESSIBLE CURB RAMP (ACR TYPE B DRIVEWAY APRON JACCESSIBLE CURB RAMP (TYPE A N Z Q N $z.. }• O >' m N w (NOT TO SCALE) (NOT TO SCALE) M m o a m M O p W Z Y Oww. 24" MIN. U M J 36" MAX. o WHITE BORDER BLUE BACKGROUND 4" WHITE STRIPE (TYP.) to o � Lo 24' (TYP. UNLESS NOTED OTHERWISE) a 00, N 00 z �? N O 10 0 soa ��ti cn zo 3 ccE$$Ig�E � 171 w Q w U � Ge OF DUB 3r. JJ q�� w J ' w i W I I I 18' (TYP.) Z x Ro < 1� LAJ M � I P NOTE: 1. THE STROKE WIDTH OF THE PAINTED SYMBOL AND THE WHITE BORDER MUST � GU F ,•°°;•;•;•;•;•;°;.;.;. °;.;.;.°� NOTE: BE A MINIMUM THICKNESS OF 3", WITH A MAXIMUM THICKNESS OF 4". q .•. ... .•. ..°.•.°.•.•°•. • . . . 1. PARALLEL SPACES SHALL BE 8'x22'. 2. BLUE BACKGROUND AND WHITE BORDER ARE OPTIONAL. Q .•.•. ��°� PARKING SPACE STRIPING INTERNATIONAL ACCESSIBILITY PARKING SPACE SYMBOL N DETECTABLE LL 04 WARNING PAD (NOT TO SCALE) (NOT TO SCALE) S `� SEE NOTE 9 N M 1/4' UP (MAX.) uj 4;d Q N JJ �Q 4 LB/FT "U" Q ( M J CHANNEL J Q N '1�• GALVANIZED _ ) " t Lo 1 / ...7 U 1 4" WHITE STRIPING 2f 6 N 14" w O.C. AT 45 IN LOADING cn Q 0 in o A w Li Z ww ao AREA TYP. � r \ UU N O J Q M Z dQ • co Q Q w SIDEWALKCURB AMP ¢ Q_ c _ n. co ® WZa J NOTES: M _ 3 1 2" a > N N < 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% (1% MIN.). / 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 59a zom — W N M POST SECTION o in (/) —� 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. a- N o N.T.S. o Lu Q JN HALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE U 4. A MINIMUM OF 3 FEET CLEARS (n N U Q w POLES, TREE WELLS SIGNS ETC. LE. HYDRANTS, UTILITY P , SEE PLANS FOR CURB TYPE. SIDEWALK NATIONAL STANDARD cn 5. CURB TREATMENT VARIES, AR FIN. SIGN ACCESSIBILITY SYMBOL �- Q 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. .-. i 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. GRADE PAINTED ON PAVEMENT z NUT AND v Lo 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5 IN WIDTH (EXCLUDING CURBING) A 5 x 5 PASSING AREA I'7 SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. ELIMINATE ALL CURBING AT RAMP (OTHER LOCK WASHER o t THAN VERTICAL SEE SIGN VAN SIGN 4" WHITE . oo 9. CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. 5/16" MACHINE STRIPE TYP. M - 10. ALL CURB RAMPS SHALL COMPLY WITH 521:CMR MASSACHUSETTS ARCHITECTURE ACCESS BOARD AND DETAILS SCREW OR BOLT ACCESSIBLE M AMERICANS DISABILITIES ACT REGULATIONS. Z WHEEL STOP, 18'-0- (TYP.) _ VAN ACCESSIBLE � — _ SPACES ONLY _ POST MOUNTING PARTIAL ELEVATIONV to N � J � ACCESSIBLE CURB RAMP (ACR) TYPE 'ANOTE: H o Q 1. PAVEMENT MAX SLOPE 2% IN ALL DIRECTIONS. (NOT TO SCALE) uj z ACCESSIBLE PARKING SPACE SIGN ACCESSIBLE PARKING SPACE Z Z © O THE MORIN-CAMERON GROUP, INC. 2016 NOT TO SCALE) NOT TO SCALE) a Cl PROJ. #3359 I - i 1 i 1 ALL DRAIN MANHOLE COVERS SHALL BE v . _INSTALLED TO CONFORM WITH PITCH OF COVER & FRAMEASSEMBLY. USE EQUIVALENT TO EJIW ROADWAY AND FLUSH WITH ROAD SURFACE MODEL N0. V1418/V1600-2 CLAY BRICK COURSES TO FINISHED GRADE RIM (AS REQUIRED) PROPOSED FINISH GRADE ELEV = 31.50E COVER & FRAME ASSEMNLY: USE EQUIVALENT TO EJIW °° K ALL DRAIN MANHOLE COVERS SHALL BE MODEL NO. V1418/V1600-2 _ F9 INSTALLED TO CONFORM WITH PITCH OF COVER & FRAME ASSEMBLY M clq PRECAST FLAT TOP cn 4 a: a ROADWAY AND FLUSH WITH ROAD SURFACE co 0 4. OR CONE SECTION z o o � cnU)o p 4° ° 0 • J c U 4° ° =24- DIA. PRECASTLu d CON 48" z z .Z RING SE TI Z z =0 FROM TOP OF BAFFLE CLAY BRICK COURSES CLAY BRICK COURSES o g Q INFILTRATION a ° P STEPS 12" O.C. a INV = 29.5 TO FINISHED GRADE TO FINISHED GRADE Z v a a Z GALLEYS � PRECAST CONCRETE '• 4 - 4 ' : p' ' °•' 7"X10" RECT. NOTCH (AS REQUIRED) PROPOSED FINISH GRADE (AS REQUIRED) — a w o OE MANHOLE SHALL • ° � PRECAST FLAT TOP �- a a z 6" 4 CONFORM TO ASTM ° ° 10.".' a: INV = 28.9i ° ' 24 DIA. a e' ° w o a 8 BAFFLE SPEC. N0. C ° ° ao z z o .. 12"DIA INLET FROM ° ° a PRECAST FLAT TOP a° : � p 478-82A 4 ' p ° PRECAST RING SECTION 0 o g c, INFILTRATION ao :8 - p .4 " ECTIiON P —w 0 ° ° _ ° 4. 04 24 DIA. OR CONES HOODED 4. GALLEYS 4 " ° . 4 w 6 BAFFLE WALL a OUTLET I z x & p . A. p o :a ° PRECAST c/) — o . ° ,c` RING SECTION a cn W LL cv 12" ADS 6" PRECAST RING p qv '4 ° 0 N-12 INLET z 3 4 SECTION WITH " a Lu 1.00 o a STEPS 12" O.C. 4� w D OPENING FOR 6 BAFFLE 4 p . o M DRAIN PIPE WALL ° aA. 1 . a „ z cn N iso co " °a 4 4: PRECAST CONCRETE MANHOLE ° 8 FLOW 0 w z obo 12 ADS N-12 - ,°. ..'a p ° 8" �� SH -J g 00 m a PLAN OUTLET TO DMH-1 4 • SPEC. NO. 478-82A PRECAST RING >_ 4a Q ° a .. 00 V ° SECTION WITH a °4 • e ° 4 OPENING FOR DRAIN ^ " A 8N PIPE p 6" COMPACTED CRUSHED 8 48 STONE BASE SECTION A-A' a' PRECAST > PRECAST SILT _ ) Ga�SE s P v_ INLET FROM DMH-2-OUTLET z_ RING SECTION • 4. TRAP � SIDE OF BAFFLE WALL 12"DIA 12"DIA WITH OPENING M 00 `r f a INV=24.30 M p FOR DRAIN PIPE o g Z OCOUTLET CONTROL STRUCTURE (1» . ° 44 J Q. NOT TO SCALE loo : • . ° a 6" COMPACTED CRUSHED p STONE BASE 6 COMPACTED CRUSHED FINISH GRADE Z STONE BASE 48" DIA. 15" SUBBASE � 4" RUBBER MEMBRANE PAVEMENT (FINISH GRADE) �, 48" 8X14 GALLEY NOTE: N 1. ECCENTRIC CONE SECTION MAY BE SUBSTITUTED � U Ld N TOP GALLEY 30.17' O .4 ,.° • r :�'— _ �.— .,.• . ,� =. :� '.y .—:— •� •—•� TYPICAL DRAIN MANHOLE TYPICAL CATCH BASIN , °° °° o °' m I. I (NOT TO SCALE) (NOT TO SCALE) Z o Y o v • I ( •.. a•I I • N Q W D_ Q �' 0 k I/XI I •` Z � 0 0 0 U � Lo - . : GALLEY 27.50 BOTTOM OF STONE = 27.00' cn " 6" (MIIN) J"-1 4" I - o m 6 N WASHIED CRUSHED 6" I I SIGN - Z U SZ ESHWT STONE I I _ 0 3 > a s GEOTEXTILE FABRIC EXISTING FREE DETAIL SECTION W c W WRAPPING (TYP) DRAINING SOIL I I CROSS COUNTRY UNDER PAVEMENT W � in a W s cn 14'-0" " I I w 13'-0" � COMPACTED FROM ROOF I I 4" LOAM & SEED ROADWAY SURFACE Z LEADERS I ( 2" DIA. r - - - - - - - - - - - - - - - - � I STEEL LaJ POST • I I I I PAVEMENT SECTION Z � a Z o . SEE DETAIL �, ,�, a . .. . .. . . . , o Q LIMIT OF CRUSHED, rn • • • • ' co WASHED STONE _ z a STRUCTURAL BACKFILL COMPACTED W _ (BOTTOM AND SIDES) I I - �, " N, c�i a TO 95% IN 12 MAX. LIFTS (TYPE A3) 04 o (� � o I I I I • � Z p � M - I 2 PRECAST ,0 ' I I z R SAND CUSHION (TYPE Al) Z W A N U CONCRETE GALLEY I I -� �, PIPE Q (n ^ M „ (TYP. OF 4) 9" MIN. (EACH SIDE) —� = N SIDE VIEW iOb Li u") NOTES. „ U M O GRANULAR I cv F LL PASSING 1 2 AND w SHORING' Q 1. CONCRETE. 5,000 PSI MINIMUM AFTER 28 DAYS LANDSCAPED � RETAINED ON NO. 4 SIEVE TYPE A2 N o - AS REQUIRED ( ) z V) i- W 2. DESIGNED FOR AASHTO HS 20 LOAD, 0 TO 5FT COVER. I AREA INSPECTION PORT o � 3. END & SIDE UNITS DO NOT HAVE FLOW-THIRU OPENINGS. I I (SEE NOTE) Z (n -i Q (MANHOLE RISER, I Q Q _ w FRAME AND COVER 6" ..1 M a-V' TO FINISH GRADE) - - - - IN EARTH 12" T 4 0" (TYP. OF 2) � 8' 10' 2' DIA. W � M CONCRETE IN LEDGE J o PLAN a USE TYPE S1 SUBSOIL FOR Q N I (�� a a s SUPPORT N cn ao -- REMOVE AND REPLACE OF Q w LL N --- UNSUITABLE SOIL MATERIALS • cn i 3 MIN. OR a I11 . I I11 , R a a D+2 WHICHEVER Oo a IS GREATER 1111 IIS _ ilii - 1111 i NOTE: USE SAND BEDDING FOR WATER AND FIRE SERVICE INSTALLATION. M M FOR SIGNS - SOLID WALL FOR IN LANDSCAPE AREAS Z PERIMETER OF FIELD 0 — 1-7 0 � � _..I TYPICAL DETAIL 0 0 SIGN POST UTILITY TRENCH DETAIL Z w Z PRECAST CONCRETE INFILTRATION GALLEY (NOT TO SCALE) D (NOT TO SCALE) 0 a (NOT TO SCALE) © THE MORIN-CAMERON GROUP, INC. 2016 0 PROD. #3359 Plant Schedule 4 MAT82IAL5 VARY,SEE PLAN 6RANITE OR GONG.GAP o o MASONRY VENEER MORTARED TO Qty Key Botanical Name Common Name Size o - s/e•x a•LONG ss.Dorms.•5•o G. civ ` am M — — NTING MEDIUM o TREES: " � •■ ¢� � ' � � t — PLA Off.o pO MIN.41 SAUCER44 _ 6 ELM Ulmus americana 'Valley Forge' Valley Forge American Elm 3.5-4"cal � �� • � SRIGK vENt�R MORTARED ro CONGRErE 5 GIN Ginkgo biloba 'Autumn Gold' Autumn Gold Maidenhair Tree 3.5-4"cal sem. ,'y F ": _, ' ;o FILTERFADRtcMIRAFI 140N 3 SHREDDED DARK MULCH P _ cn / / \N \\ \\ \\ \\� . 3 HB Betula nigra Heritage Heritage Birch 12-14 ARIES vARI� •�; I—I I MASONRY VMN MORTARED To �- C13) Z s //\//\// o \ \/ •�; REMOVE BURLAP FROM TOP HALF 4 HL Gleditsia triacanthos 'Skyline' Honeylocust 3-3.5"cal ¢ �, b • 5/4'CRUSHED STONE �` J IY \%\\%\\% \\/\/\ OFF RDo'rB'�I-1- 2 RM Acer rubrum'Red Sunset' Red Sunset Maple 3.5-4"cal 4' O W 0011111/ � SOIL X 3 RO Quercus rubra Reid Oak 3-3.5"cal ` . P' z z =& I ID.PVC PEEP HOLES•a ac. \ I'll i/ NOTE: DIS HOLE TWICE A5 WIDE A5 ROOTBALL. 3 SCO Quercus coccinea Scarlet Oak 3-3.5"cal _ a�,IATION j . g Q ZU Mt y EXPAMION JOINT _I z 1 SHRUE3 PLANT1 NC7 SHRUBS: p 4 _ Q W O 2 X 4111 AS SROM Z j w 4 BPJ Juniperus chinensis 'Blue Point' Blue Point Juniper 5-6' , w o o- L11/2"= l '-011azo .. �J�i�tL 5 CL Clethra alnifolia Swieet Pepper 18-24" = I,_O„ n z 3 25 CO Cotoneaster dammeri 'Lowfast' Lomwfast Cotoneaster 18-24" p _ I G 4' 2•x 4•Icer U W M I /2 CV ALV. STEEL POSTS i RAIL . 5 , 47 COMP Comptonia peregrina Swieetfern 18-24" PA �• WELD 14 GRIND ALL JOINTS SMOOTH W CO _ -� v O p O op TYP. = SET IN NON-SHRINK GROUT — O .00 ov v 0 0O 12 EG Thuja occidentalis Smaragd Emerald Green Arborvitae 6-7 STEPS = fi a I� I2•-'f O 5. 16 EY Taxus baccata repandens Eniglish Spreading Yew 18-24" s° �• • cn W , LL �� 00 °O TJV :i , r :� n _ : �,' CONCRETE FOOTING,SAW PSI IN ZD • / ' w J Cd p 33 GLS Rhus aromatics Gro-Low Grro-Low Sumac 18-24 O - I LL �u o wLO 1 HCJ Juniperus chinensis 'Hetz Columnar' Heitz Columnary Juniper 5-6' ° I a. ' Z U)co • _ r� a 00 ob 6 HH Ilex crenata 'Helleri' Hellers Japanese Holly 18-24" •o .°� •t ' c� �; // // // / / COMPACTED SUB6RAVe O �•+ W Z N : d \ \ \i\� m a 16 IG Ilex glabra Shamrock Shiamrock Inkberry 2-2.5 •d� �•.•. .•: M� O TRUNK FLARE - PLANT 1 - 2" ABOVE EXISTING, GRADE �, _• j 5 MIC Microbiota decussata Siberian Carpet Cypress 18-24 = o • Cf•=•• �.• i,. ' a 4 PLANTER RET. WALL MIN. b" SAUCER 15 PAV Thuja occidentalis 'Pyramidalis Pryramidal Arborvitae 6-7 JOHANDRAIL SPED. ` • • : f 13 RTD Cornus alba Elegantlssima' Varigated Red Twig Dogwood 2-3' . 0 '°';Q^o°O o L s' SHREDDED BARJC MULCH •, WICAP (Not to scale 5 M Viburnum pllcatum Mariesl Doublefile Viburnum 2-3 �/A REMOVE BURLAP FROM TOP HALF 3 VY Taxus media 'Viridis' Narrow Upright Yew 4-5' .3 HANDRA/L OFF ROOTBALL L — IV. o _ HERBACEOUS: (Not to scale) II— o� ffi ROOTBALL SITS DIRECTLY ON UNDISTURBED SOIL 10 AND Andromeda polifolia Bog Rosemary 1 gal — I `' 86 FG Pennisetum alopecuriodes Fountain Grass 1gal 7 PAN Panicum virgatum Switch Grass 1gal SOIL MIX 4' FENCE 10 ViR Iris pallida Valriegated Iris 1 gal 6' FENCE - II—II NOTE= HOLE - 2X WIDTH OF ROOTBALL REMOVE BURLAP ROPE AND WIRE EXIST. TRANSFORMER WITH SLOPED SIDES FROM TOP 4 SIDES OF ALL BALLS. �>�'?; 9'X10' DUMPSTER PAD AND PAD TO REMAIN ADD BARK MULCH A5 SHOWN ON PLAN w 2 s FENCE ENCLOSURE 3-RtD _ r a� FREDERICK N MIROVSKY / 3-PA o • ° 4-PAV } o SECTION / 327 LAFAY E STREET -13PJ 1 s33o s3 / PROP. RAINGARDEN S-PAV SEE DETAIL a_ CS EXIST. ENCE TO BE REMOVED ( ) N TREE P A1�TI1�G .. U 2 L. 6 _ . N \ �• /� • ,' : FROM UBJECT PROPERTY PEAStONE *E 113 ' .. �,. � � N } L1 II_ II SBj •' a w -C:) Of 50ALE: I�2 — 1 '-0 2X P.T TRIM,PTD / 1 1TLr ;* 0 -7 ¢ 5/4X6 P.T TRIM,STAINED 57s •R.�+: m II 7� 9-EY .,.` M m m o a o off' 5/4X4 VERT.P.T SLATS ON X6 INC �`., 2 P.T.M.FRAM O :• Y HENT PLAN r ENLARGE .: .: _ 20 GLS N ' : •,.,>.-: ... •, n 6'GONG.SLAB l� l 5-MIC ¢ w a ¢ SCALE: 1 = 10 •: .. . wm�RN-Do►�rtt EDGE / ELM 10-AND m/� .. P. a .. • V/ ¢ PIIn•P H.D STL• 11-ECR � L v o c� cn 0 5 10 20 aa� w»,�»�. �.��F ,a �� W _ / TAPER BOTTOM aQ. OF FOUNDATION 20-FG 10- $ co co ca 18'CONCRETE ~ / p 100� PEIR O CORNERS !^ / p st N eh • ® . ,;`01 ;_, 3 EQ SPACES `�! f o � -t sF / � � `'•'�'�••: . •: 6 HIGH SCREENING - 2X P.T TRIM oTOP / FENCE AND o E •. STAINED /yam -E�' PLANTED BUFFER v, . . .. :J 3.46 5/4x6 P.T EDGE TRIM. Q I $ ` •...... . . wt�\ cn w o;. : ' a PLANTING 1:BED STAINED /� Q z a (TYP.) A 3' MIN WIDTH � o 0 t ► 5/4x6 P.T.SLATS j :. _ J £ v ATTACHED TO METAL �/ m j 3-GLS to ¢ GATE FRAME,STAINED "`; o F Z ,n O O H EF 01 GATE FRAME FABRICATED Q / ,_ •.: — ELMNfkf O FROM 2'STL TUBE,MITER, HCJ w.» s s. s w �= W O • ,' * µ ,� N 12-COMP f ,I w.M � .�,�,a.<,�u �' � �._ a : ► ° WELD,AND GRIND SMOOTH, •� f .. •�' � PAINTEDLj_ .� I / Z t— C� u; — " •. .DIA SOEDULE 40 STEEL m . I O Z PIPE SET INTO 18' DIA �l ''' a ;• e ' --SEATING coNCRETE PIER. BOTroM OF GIN PIER O 480 BELOW GRADE ' i / '1-FCS I g 5-VI • ••. ,-- PLANTER RET. �� ; . ., 3-SCO Z : WALL PIVOTING GATE LATCHES FABRIGATID I I a LC FROM I/2'DIA STEEL RODS,PROVIDE TC: 31 .42 '- 3/41% x 4'DEEP SLEEVES IN GONG. f T. " �,:.... °' PAVEMENT FOR LATCHES I-FG 30.99 GIN : .. -��`,--- CEPS - � w � //••�� ANDRAIL ,::;: ; ' '• r z:;�, tt TC:31.42 �] 1— :,• Q � . k BUILDING 1 i 3 �.99 Z 7' t F OOR ELEV. 3350 =�--��,:;:. � • ... g, FIRS L :•'.-.: LIJ :•f, • j 1 a' 3 HH N 4 1 V2 E SPACES a Q 2- GN 'n - i V/ : .. . � 46 1 CONCRETE PAVEMENT ON _ 12-FCS � Q _ EXIST. J 2 FAMILY _ 1- •. UNIT PAVER HEADER F BOL<.ARDS -� I TC:31.95 ; , : LZ W N V f I 3�tt.so x I DWELLING TO Z .6. j.. REMAIN U) N 4PAVEMENT W/ 19'98 CONCRETE 1 3-RO .. .. CONCRETE A PEIR O CORNERS . : TC. 31 .95 coo ADMIXTURE I -.� < . -\ •' It A HEADER 31 •DIA sGH. C4 ,. . OR UN PAVER /s I _ _ �::. •.�:; :�' •: �Q V1' .. . ,. U O ,... N '..31 .60 - . . . 15 FIG r. ; F 4o sn..PIPE ..: � ,. . ...'. . . . ELM .f .. O :.,,.. . Q 1 . Vr .. - _ DUMI'STER HL � o a «.� w 3-ICs 'I- 6- Z 5 Xb I ICs IG VERT.P.T rxY' Z t^ e SLATS ON 2X6 P.T.M.FRAMING r Q N . .. LIMITS OF SAND BASED 1. ��• •S..' t ' L M a ,: STRUCtURAL SOIL AREA �- J 7. . SGC tt i N fl' C 0 D tH) .. a �/� , '. ' •• .� - :38.3il ••� , % �. "fir `ro/, '.S. 'TV.00 5t).11 � 61818 ANA a' •e r I— M A _..... _..... --- d•, SWLK SGC o 3 4 SLEEVES VGC VGC a / •9a GI — ELM 1 -CO cn 4 DEEP � :� 10-CO o a J w 000 .. ... :. .t ,' � l -"f-FG � Li cn IL oo WEST N 000 : . ..v ■ AVENU o o Rr Q ..,.._ b DIA. 40 5 1 - - 5GFiEDU_E TEFL — 2X P.T TRIM PTD ,• e'✓'B•.,X x .'r ^rj '"�` :r, ., +t■t'S'�,.�aLYkf! - , `� » • l m �, ,, PIPE SET INTO 18 DIA. !mt tot to ...+ ,....�� :a ® CONCRETE PIER BOTTOM CF LC) ,�. ' �• • •, d ,. :. PIER o 4b'BELOW GRADE. 5/4X TRIM, STAINED M i. I_• — 6 P T • . M.GATE ON • ',; . . . a . . M e '' STEEL FRAM, 4' PERF.PIPE CONNECTED TO PLANTER a J , O -a 1, ,.' • .. - - - - 5/4X4 VERT. 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(/� ,JUf I1 0.3 0-6 - L 7 2.1 0, , .r STONE PAVER Q �.1 O T 0. . # 0.8 + L + °+ TT a 151 �'3t a 5 °'8 2 0.0 0 0 WALL N yPl. q .0 0, N GRASS .0 Q W 5 2 0 0 j/ �.1.� (n 0 0, 0.5 • 7 s 0 .2 7 0 0; � N 9 Q 0 - •9 2 „- 0 50.11 47.44 0 0 l •4 v °• k.v; i� C_tL Zl c aF i_r� 0 •6 PIT. �" S'�K 7 '° p• ° 0, LO 0-0 G0.4 6 o C7 0 0.0 0•0 BIT. M 0•2 0,6 0.7_0 5 0. 4 0,2 0.p 0.0 C C. M - - Emma=°tirot 04 x-04 5 oz 0.0 0 wuP o IV 00 0 ° th M (PUBLIC-40' WIDE) ames k. emmanuel I associates la:;., 1 Z _- __ __ ........_._..__-__ __ - ., ___ ...__ LANDSCAPE ARCHITECTS PLAN 22 Carlton Rd. = Z Marblehead,MA 01945 Q SCALE: 1'° 20' - -� tel. (781)622-7487 J J fax (781)623-0293 d. z 0 10 20 40 james@jarnesemmanuel.com CD www.james;emmanuel.com _ 0 THE MORIN-CAMERON GROUP, INC. 2016 PROJ. #3359 93,_9u 10 --------------------- 77LU /1 1114111111 IIIIIIIIII CJ�R UP \` v ElI I i _ I I rte,---,,� M/JAN. ELEC.� �-- 1 - Ff - - - -- - - - - I ` i 00 co MAIL BOXES - I I -IIIIIIIIII ■ I T I N F-I LJ HL I I I I I i I I I _ - - - - ARCHITECT6 LLG --------------------- _ 32 CHURCH 5TO 93 5ALEM/ MA 011310 9�8 - 144 - 0'302 i FFROF05EID 5QUARE FOOTAGE FIRST F OO 0157 SQ. FT FLOOR ED FLOOR - CON R 8 SQ. FT. 28� T'N IFLOOR -i 944 SQ. RD - FT- O O�E R� � �� 0 0 I �l T'OT,4L 24,3a5 SQ. FT. A-� RR R FL � A SCALE: 1/8 1I _0�I i i - 93,_2a olI I I _ 11 1�4—�—I IIF UP � I I I I I II II �4--FI-- I I I '' IIII W 0�l I I I �` II I i I a p pp I I ' f= IT I N W D L E K 8 8 I i 'I � I 'II � IIIII —e — — I - I i i ARCHITECT5 LLG � I I 1 I I 32 CHURCH 5T, - _ 5AL EM MA O 191 0 I - 13 18 - 144 8982Tl- FROfi O&ED SOUARE FOOTAGE Ilk 93/—a# I I F I ST FLOOR 00 5,1515a. FT. R L fi� SECOND F 8 28-1 6a. FT. FLOOR , THIRD FLOOR I,cJ44 5a, FT. TOTAL 24,388 SQ. FT. FIROFO&E D 5 GOND FLOOR FLAN &GALE: 110 = P -01' I 93,_2„ 10 00 ol I I I ON I - I --41- - -, -- - - I I I 0 �,__o I - - - - - � I I I/ \I 00 ,� CU ` 4 -- • it/J . lo 41 AN IT W F%tot F=soo) L E k4"r ARCHITECT5 LLC; K I I I IIIIIIIIII I I I I I I I I 32 HUR.CH ST. - SALEM, MA 0113"10 I I I I 918 - 144 - a13K fi FROF05ELD SQUARE FOOTAGE 93/-a I I I FIST FLOOR , S GON FLOOR 8 28l SQ FT. � D � fiz -1,e44 SQ. FT. T+-�IR1D FLOOR TOTAL 24,388 SQ. FT. rA T�4 I [�) FLOOR FLAN -- -- — — — ROOF ELEVATION (TOP OF SUB-ROOF) N \ f - W _ THIRD FLOOR ELEVATION (TOP OF SUB-FLOOR) �,D GN _ SECOND FLOOR ELEVATION (TOP OF SUB-FLOOR) . . . . .M-A {= �� 00 100 i U) -4 I T I L E FF�Of=03EID LAFA�ETTE &T ELEVATION AIRCHITECT5 LLC: - SCALE- I ' -011 1/8 32 CHURCH 5T. 5ALEM, MA 01910 9-1 8 - 144 - 513a2 _ ROOF ELEVATION (TOP OF SUB-ROOF) II II iT/j/ 7� j a / Lo Lail THIRD FLOOR ELEVATION (TOP OF SUB-FLOOR) a ELM _ SECOND FLOOR ELEVATION _- (TOP OF SUB-FLOOR) r M L IME;, f= IT I N UJ F%D L E ' Fl L I I UJ &T AVELEVATIONF-.---oFoSEID AfRCHITECT5 LLC /8. 1 - 32 CHURC�4 5T, 5ALEM, MA 019"10 1318 - 144 0952 I ROOF ELEVATION (TOP OF SUB-ROOF) \ J\\ I LEI I- L L\d I I L,d _ THIRD FLOOR ELEVATION II (TOP OF SUB-FLOOR) �Dti 1:1 tj Cf) FE _ SECOND FLOOR ELEVATION (TOP OF SUB-FLOOR) - ------ ------- - - Ql � f= IT I N 4 r,4-� fF---,0F0,5E [D 511DE ELEVATION ARCHITECT6 32 CHURCH 5T. 5 EE M MA 019"10 91 8 - 144 8982 I 1 ROOF ELEVATION (TOP OF SUB-ROOF) m fZl m m El ® fZ� fZl f� II W --1� i _ THIRD FLOOR ELEVATION (TOP OF SUB-FLOOR) t,Dl _ SECOND FLOOR ELEVATION li� (TOP OF 6U5-FLOO2) f= IT I N� UJ f;;�IDLE4*� �fROFOeE � ELEVATIONAf;.RCHITEC;T5 LLC 5CAL E : 1/0'' V -011 0 32 CHURCH 5T, 6ALEM, MA 019-1 131 S 144 8982