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HomeMy WebLinkAboutSite Plans Recvd 6/2017 • Site P ans Issued for Site Plan Approval Date Issued July 10, 2015 Latest Issue June 14, 2017 iThe . �n Heritage Bedell Cellars Y0 at Cutcho ue � 0 r � 9 V s SITE Condominium25 , Z ;3 eve l � . e o1 � !!Boo Gotehogue %0. 0 i North Fork Country Clube 0 Engineering,Surveying & 26 4 Landscape Architecture, PC r4 100 Motor Parkway L-,..: Suite 135 Cutchogue, r Hauppauge, NY 11788 631.787.3400 Town of Southold r ,. 0 1000 2000 Feet N Suffolk Owner: . . . . Attorney: SheetDrawings Certilman Balin The Heritage at Cutcho ue, LLC 100 Motor Parkway, Suite 156 No. Drawing Tale Latest Issue No. Drawing Tale Latest Issue Y 1721-D North Ocean Avenue Hauppauge, NY 11788 C-1,0 Legend And General Notes June 14, 2017 S13-1 Soil Borings June 14, 2017 Phone (631) 979-3000 Medford, NY 11763 C-2.0 - C-2.2 Layout and Materials Plan June 14, 2017 SMP-1 Soil Management Plan June 14, 2017 Fax (631) 979-7070 Phone • Fax C-3,0 - C-3.3 Grading and Drainage Plans/DrainageCaculations June 14, 2017 OS-1 Open Space Plan June 14, 2017 Architect: C-4,0 - C-4,2 Utility Plans June 14, 2017 LI-1 - LI-3 Lighting Plans June 14, 2017 GRCH Architect, P.C. Applicant: C-4.3 - C-4.6 Sanitary Plans / Sanitary Ca culations June 14, 2017 R-1 500' Radius Map December 29, 2015 3750 Express Dr, South C-5.0 Erosion and Sediment Control Plans June 14, 2017 Existing Conditions Survey February 4, 2015 Suite 202 The Heritage at Cutchogue, LLC C-6.0 Site Details I June 14, 2017 TR-1 Fire Truck Circulation Plan January 3, 2017 Islandia, NY 11749 1721-D North Ocean Avenue C-6.1 Site Details II June 14, 2017 TR-2 Single Unit Truck Circulation Plan January 3, 2017 631.864.3395 Medford, NY 11763 C-7,0 Drainage Details June 14, 2017 pH-1 Construction Phasing Plan June 14, 2017 Site Civil Engineer/Landscape Architect: C-8.0 Water Details June 14, 2017 TS-1 - TS-2 Tree Survey Overlay Plan January 3, 2017 VHB Engineering, Surveying, & Phone • Fax C-9.0 SanitaryDetails June 14, 2017 _ March 23 2017 Landscape Architecture, P.C.: TS 3 Tree Location Plan � Suite 135 C-10.0 Off Site Improvement Plan June 14, 2017 100 Motor Parkway,Hauppauge, NY 11788 SCTM: District 1000 - Section 102 - Block 01 - Lot 33.3 L-1 Overall Panting Plan June 14, 2017 Phone (631) 787-3400 L-2 Tree Planting Plan June 14, 2017 Fax (631) 813-2545 L-3 Tree Planting Plan June 14, 2017 L-4 Shrub Planting Plan - Typical Units June 14, 2017 L-5 Shrub Planting Plan - Clubhouse and Entrance June 14, 2017 L-6 Planting Details June 14, 2017 N o N N m > L 0 U 7 C 0 O O N 0. L z Q Q C d o d 7 Q L L 4- U 0 U V1 U L U Q C L Ln 0 N / 0 n Z Q N) V) rn 0 N z 0 6 Z 0 *' U d v 0 > a m I ite P1 ns Ili����'� �/�%�� � / IT IL / / r/ r / / / / / r / , ssssssssssssssss ssssssssssssssss i �j �Y i � ICS�!'' rI � 'y/° �""M4N" IUVN 9II NI �p,� �/// ,N' O Ad rrrr //, ITE %K / Sm uw 4 wiry a /; %iii,: ' g �f��ae xw� ��' � �n/ ,j� mrrj i If(j�wa'I�[�'"Iw'� �;�j^ �;����,:', 'iu; :.�'�wrr�l'�, �.. ri g r fill ;Y ^',a Y"o NJ� �,.. uW' Engineering Surveying & t Landscape Architecture PC; il 100 Motor y a 16 rrr Suite 135 Hauppauge, NY 11788 631.787.3400 • • • • • ,. //rr, // „� � / ,„ � / / %ice%%' �///air.. � , rvf :: /iiia ' y. Owner: Sheet Index Reference Drawings Attorney: The Heritage at Cutcho ue LLC Certilman Balin g g 100 Motor Parkway, Suite 156 No. Drawing Title Latest Issue No. Drawing Title Latest Issue y- 1721- D North Ocean Avenue Hauppauge, NY 11788 C-1.0 Legend And General Notes June 14, 2017 S13-1 Soil Borings June 14, 2017 Phone (631) 979-3000 Medford, NY 11763 C-2.0 - C-2.2 Layout and Materials Plan June 14, 2017 SMP-1 Soil Management Plan June 14, 2017 Fax (631) 979-7070 Phone • Fax C-3.0 - C-3.3 Grading and Drainage Plans/Drainage Calculations June 14, 2017 OS-1 Open Space Plan June 14, 2017 Architect: C-4.0 - C-4.2 Utility Plans June 14, 2017 LI-1 - LI-3 Lighting Plans June 14, 2017 GRCH Architect, P.C. C-4.3 - C-4.6 Sanitary Plans / Sanitary Calculations June 14, 2017 R-1 500' Radius Map December 29, 2015 3750 Express Dr. South Applicant: C-5.0 Erosion and Sediment Control Plans June 14, 2017 Existing Conditions Survey February 4, 2015 Suite 202 The Heritage at Cutchogue, LLC C-6.0 Site Details I June 14, 2017 TR-1 Fire Truck Circulation Plan January 3, 2017 Islandia, NY 11749 1721- D North Ocean Avenue C-6.1 Site Details II June 14, 2017 TR-2 Single Unit Truck Circulation Plan January 3, 2017 631.864.3395 C-7.0 Drainage Details June 14, 2017 PH-1 Construction Phasing Plan June 14, 2017 Site Civil Engineer/Landscape Architect: Medford, NY 11763 C-8.0 Water Details June 14, 2017 TS-1 - TS-2 Tree SurveyOverly Plan Januar 3, 2017 VHB Engineering, Surveying, & y y Phone Fax C-9.0 Sanitary Details June 14, 2017 TS -3 Tree Location Plan March 23, 2017 Landscape Architecture, P.C.: 100 Motor Parkway, Suite 135 C-10.0 Off Site Improvement Plan June 14, 2017 Hauppauge, NY 11788 SCTM: District 1000 - Section 102 - Block 01 - Lot 33.3 L-1 Overall Planting Plan June 14, 2017 Phone (631) 787-3400 L-2 Tree Planting Plan June 14, 2017 Fax (631) 813-2545 L-3 Tree Planting Plan June 14, 2017 L-4 Shrub Planting Plan - Typical Units June 14, 2017 L-5 Shrub Planting Plan - Clubhouse and Entrance June 14, 2017 L-6 Planting Details June 14, 2017 0 N N C Q N M N > L O O O O L(i O r7 O N f— W Q U Z Q J n / a 0 i O Q N v L: w O O N H O w O Q Fy w O O Ln O r7 o� O N O p L!1 Z Q Q M J U N z O O i Z o *' w V d Q) / O M i a m 2 P:\29305.00 Heritage Cu \ J~ 00, 0 00 10 \ � _ Engineering, Surveying & � Landscape Architecture, P[ \ 100 Motor P3rkVV3V Suite 135 Hauppauge, K]V 11788 631.787.3400 0 Ln NEW PAVEMENT Ln M NEW CURB TO BE PARALLEL TO RIGHT 5N OF WAY LINE. SEE SHEET C-8 FOR LO Ln TYPE "C" MOUNTABLE CURB DETAIL ry YU) 00 —END CURB DRAINAGE HOLE (SEE NEW CONCRETE SIDEWALK B-7 OFFSITE DRAINAGE (SEE NOTE 3) END NEW NOTES) 80' 4.56 _6 NEW CURB TO FOLLOW EDGE PROPOSED ADA RAMP .................... 00 OF EXISTING PAVEMENT. SEE TYPE D—D (TYP) MOUNTABLE CURB DETAIL 5.0 PROPOSED 2.5 FT. S52* 55' 20"W GRASS STRIP 671.42 55.03 -77 358.97 640.91 r PAVEMENT FOR CURB END CURB AND NEW INSTALLATION (TYP.) STOP BAR ANU u'_ A-, Cn Ln PROPOSED ADA RAMP ONTRACTOR TO PROVIDE N� rJ SIGN (R1-1); PAVEMENT ADDITIONAL ASPHALT PAVEMENT U1 Cn UP TO NEW FACE OF CURB rJ CATCH BASIN AND ±85 MIN. (SEE OFFSITE DRAINAGE NOTES) 2 TRANSITION TYPE 1A M.U.T.C.D. Specification Desc. NJ Number 3 1`0 (TOWN OF SOUTHOLD) Width Height 50' CONCRETE CURB TO BELGIUM BLOCK CURB AT PROPERTY LINE (TYP. BOTH SIDES) R1-1 30" 30' M LN LO General Notes .. ^"`.""^."" "�v"'"�" '" ,"�� "�� '`�^��"=` ' ��"�''= '"" "'' =''= ~°"" Harvest Pointe �� �� WITH TOWN. �� ��r����o� � ����U �� ��� �� � | 2 THE RIGHT-OF-WAY LINES WERE BASED ON A SURVEY BY PECON|C SURVEYORS ' / � ' �_ �� �~ 4OO�0O / P.C. ON JULY 1, 1997. WHICH SHOWS A TAKING BY THE TOWN OF S0UTH0LD PER � �U N ��~������U N�� / LIBER 6395 PAGE 110. ���� ~-" " �~�� ��~~ 3. THE LIMITS OF OFFSITE PAVEMENT SHOWN WERE APPROXIMATED BY AERIAL ~ tchgue' New York PHOTOGRAPHY. CONTRACTOR TO VERIFY EDGE OF PAVEMENT IN FIELD PRIOR TO CONSTRUCTION. Town of Southold 4. THE PROPOSED SIDEWALK FROM WITHIN THE DEVELOPMENT OUT TO AND ALONG GR|FF|NC STREET WILL BE PROVIDED BY THE DEVELOPER, EXCEPT FOR THE STRETCH No. Revision OF SIDEWALK BETWEEN THE POST OFFICE AND SCHOOLHOUSE ROAD. WHICH IS zz TOWN REVISIONS s/z*/zr AVL » EXPECTED TO BE CONSTRUCTED BY THE OWNER OF THE BAXTER SUBDIVISION. THE a) / HERITAGE AT CUTCH0CUE HOWEVER, WILL BUILD THE THIS STRETCH 0F SIDEWALK, zz Sco*RsxSIowS */zz/zr AVL ". / . . . = IF IT HAS NOT BEEN BUILT AT THE TIME THE HERITAGE IS READY TO BEGIN PHASE < 4 OF ITS PROPOSED DEVELOPMENT. zo REVISED PHASING PLAN PER TOWN 4/6/17 AVL 6 �s 5. OFFSITE WORK TO INCLUDE COORDINATION WITH THE SUFFOLK COUNTY WATER » rmww REVISIONS 3/27/17 AVL _J AUTHORITY TO EXPAND THE WATER MAIN ALONG SCHOOL HOUSE LANE TO THE '5 SUBJECT PROPERTY. » Sco*RsxSIowS 3/9/17 AVL n N r Sco*RsxSIowS z/x/zr AVL mG� CONTRACTOR REQUIRED TO PROVIDE TRAFFIC CONTROL PLAN PRIOR TO START OF CONSTRUCTION FOR APPROVAL BY THE ENGINEER. PLAN SHALL INCLUDE CLOSURE S|GNAGE` BARRICADES, AND ANY OTHER PERTINENT INFORMATIONM W� l. r / 7. OFF-SITE IMPROVEMENTS PLAN THAT ALL THE WORK SHOWN ON THE PLAN WILL BE Issued for Date C\4 COMPLETED PRIOR TO THE BEGINNING OF PHASE 2 OF THE THE PROJECT, EXCEPT July 10, 2015 FOR THE LENGTH OF NEW SIDEWALK BEYOND THE STOP SIGN/STOP BAR ON THE EASTERN SIDE OF CR|FF|NC STREET, WHICH WILL BE COMPLETED BEFORE PHASE 4 m | / OF THE PROJECT BEGINS. = | ~ O. ALL WORK SHOWN ON THIS PLAN SHALL BE COMPLETED PRIOR TO THE BEGINNING OF PHASE 2 OF THE PROJECT, EXCEPT FOR THE LENGTH OF THE NEW SIDEWALK Drawing Title � / BEYOND THE STOP 5|8N BAR ON THE EASTERN SIDE OF 8R|FF|N8 STREET m / WHICH WILL BE COMPLETED BEFORE PHASE 4 OF THE PROJECT AS NOTED ABOVE. Off Site �����' �3�� Drainage Notes� � -- __ _-_-_1. THE OWNER'S CONTRACTOR SHALL PROVIDE DRAINAGE WITHIN THE RIGHT OF WAY ONLY AS SPECIFIED ON THIS PLAN INCLUSIVE OF INSTALLATION OF A CATCH BASIN, � | ' ' < DRAINAGE PIPE AND DRAINAGE HOLE. _J '^ � 2. THE OWNER IS NOT RESPONSIBLE FOR STUDYING OR DESIGNING A DRAINAGE SYSTEM '� � FOR THE PUBLIC RIGHTS OF WAY � | u' 3. IT HAS BEEN INDICATED BYT THE TOWN ENGINEER THAT THERE IS A L0YY POINT AT i � ..... -------- ---------' -------' ---------' ------- -------_- -----' ----- THE INTERSECTION OF GR|FF|NG AND SCHOOL HOUSE. PRIOR TO CONSTRUCTION, THE Drawing Number "' ---'� CONTRACTOR SHALL SURVEY THE INTERSECTION TO ENSURE THE CATCH BASIN IS CN INSTALLED IN THE PROPER LOCATION. �j 4. ALL WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO THE TOWN OF SOUTHOLD HIGHWAY SPECIFICATIONS. = wCMIO00 � _ m = Sheet of 40 0 40 80 - �K� �[� ��� �� _0 m SCALE IN FEET Project Number Cn 29305'00 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LM.dwg 38'-6" 1 38'-6" E 38'-6" Parking Summary Chart Sign Summary Zoning Summary Chart ° OPTIONAL COVERED I 39'-10" OPTIONAL COVERED " PORCH PORCH * S 15'-10' X 5-0" I OPTIONAL COVERED I 15'-10' X 5-0" Parking Requirements: M.U.T.C.D. SpecificationPORCH DeSC. 52'-2" o COVERED - `- �� �� _U LLJ o covERED Number width Height Zoning District(S): Hamlet Density Residential (HD) TWO-FAMILY g PATIO AREA COVERED I PATIO AREA DWELLING 72 x 2 / 1 = 144 SPACES 15"-10" x 10'-O'" of COVERED PATIO AREA 15"-10'" x 10'-O' UNITS SPACES UNIT ` 17'-8' o PATIO AREA 14'-0" x 20'-0" -I (2-BEDROOM) One-Fainly And/Or Two-Fainly 00, 0 TWO-FAMILY 52 2*25 Proposed Use: Dwellings (Condominiums) - 15-10" x 10'-0' R1-1 30' 30" oo DODWELLING UNITS x SPACES / UNIT = 117 SPACES COVERED (3-BEDROOM) 124 Units 10 PATIO AREA COMMUNITY 6,188 1 300 OverlayDistrict(S)- N/A 17'-8" x 10'-0' x / = 21 SPACES CENTER SF SPACE SF RESERVED PARKING Stipulation Of Settlement TOTAL PARKING REQUIRED = 282 SPACES R7-8 12" 18" ® p Required Provided LIVABLE AREA = 1,599SF LIVABLE AREA = 1,999 SF Requirements 1 STORY `i LIVABLE AREA - 1 599SF LIVABLE AREA - 1 599SF 2 STORY CO _ LIVABLE AREA = 1,999SF - - , MAXIMUM NUMBER OF UNITS 130 Units 124 Units 0 2 STORY e 1 STORY ;� 1 STORY o H 0 Parking Provided: I = o I NO PARKING MAXIMUM FLOOR AREA (LIVABLE) 245,000 Sq. Ft. 219,076 Sq. Ft. Engineering, Surveying & Landscape Architecture PC LO STANDARD ACCESSIBLE TOTAL ANY p R7-1 12" 18" TIME Zoning Regulation Requirements HD Residential Provided 100 Motor Parkway 0) GARAGE _ - 248 SPACES �► Requirements y 2 CAR GARAGE 2 CAR GARAGE 2 CAR GARAGE (19'X19' MIN.) 18'-2" x 20'-0" 18'-2" x 20'-0" 18'-2" x 20'-0' MINIMUM LOT AREA 20,000 Sq. Ft. 2,003,562 Sq. Ft. Suite 135 2 CAR GARAGE UNIT A PARKING LOT 20'-0" x 21'-0" (9'X20' MIN.) - - 8 SPACES • Hauppauge, NY 11788 GD GD GD GD 2 CAR GARAGE GD GD � LOT WIDTH 75 Feet 216.51 Feet 22'-0° x 20'-6" 24 SPACES 4 SPACES 28 SPACES W11-2 30" 3D" LOT DEPTH 120 Feet 1792.61 Feet ❑ ❑ VISITOR/ CLUB HOUSE 631.787.3400 GD GD GD GD (9'X19') FRONT YARD SETBACK 35 Feet 306.,6 Feet ❑ LF7 ❑ ❑ TENNIS COURTS 3 SPACES 2 SPACES 5 SPACES SIDE YARD SETBACK/COMBINED SIDE YARD 15/30 Feet 82.1 Feet/ 181.2 Feet 32"-0'" 22"-2'" R6-1R 36" 12'" ONE WAY REAR YARD SETBACK 35 Feet 78.9 Feet TOTAL PARKING PROVIDED 289 SPACES 21'-4" 18'-6" 18'-4" 18' - 6" 16'-9" 19'-10" 21'-4" 18'-6' MINIMUM LIVABLE FLOOR AREA ( SQUARE FEET PER 850 Sq. Feet 1,599 Sq. Feet NOTES: DWELLING UNIT) 1. CODE REQUIRES SPACES TO BE 9'X19' MIN. ® • • MAXIMUM LOT COVERAGE 25% 16.92% Unit Type A (48 Units) Unit Type B (27 Units) Unit Type B1 (33 Units) Unit Type B2 (12 Units) Unit Type C (4 Units) 2 RECREATIONAL EATIONALMMUNITY N FACILITER TY. BASED ON REQUIREMENTS FORA R5-1 30" 30" a MAXIMUM BUILDING HEIGHT 35 Feet 35 Feet N•T•S N•T•S N•T•S N•T•S N•T•S 3. ADA/STATE/LOCAL REQUIREMENTS FOR THE CLUB HOUSE: SPACES MAXIMUM NUMBER OF STORIES 2 2 BETWEEN 26 TO 50 STALLS REQUIRE TWO ACCESSIBLE SPACES. (1106.1 NOTES: NYS BUILDING CODE) AUTHORIZED * Town of 1. SEE ARCHITECTURAL PLANS BY GRCH ARCHITECTURE PC FOR FURTHER DETAIL. 4. DRIVEWAYS ARE NOT COUNTED IN PARKING SUMMARY. R5-11 30° 24 VEHICLES Southold 5. ON-STREET PARKING EXCLUDED FROM TOTAL PARKING COUNT. ONLY Zoning Regulation Requirements Provided Residential Requirements NO MINIMUM OPEN SPACE SET-ASIDE 50% 50% R8-3X 24° 30" OVERNIGHT MINIMUM SETBACK 75 Feet 78.9 Feet PARKING MINIMUM BUFFER 50 Feet 50 Feet * BASED ON SECTION 280 ATTACHMENT 6 FOR PROPERTIES >39 ACRES NOTES: PARKING 1. SEE OPEN SPACE PLAN FOR AREA CALCULATIONS BETWEEN R8-2X 24" 30" SIGNS W ONLY General Notes PARK 1. TRASH TO BE COLLECTED CURBSIDE AT EACH UNIT. BETWEEN 2. MAIL BOX CLUSTER TO BE LOCATED IN COMMUNITY BUILDING R7-XL 12" 18" SIGNS (SEE ARCHITECTURAL FLOOR PLANS FOR LOCATION). ONLY I ., PARK I BETWEEN R7-XR 12" 18" SIGNS ONLY N N 1000-102-1-9.2 1000-102-1-5.2 NOW/FORMERLY OF BARBARA GRATTAN .. NOW/FORMERLY OF 427 OSTRANDER AVENUE LIMIT OF NATURAL BUFFER ROSE'S VINYARD, LLC RIVERHEAD, NY 11901 1901.44' (DEED) PO BOX 914 CUTCHOGUE, NY 11935 I 1904.80' (ACTUAL) UNIT TYPE "B1" PROPOSED UNIT TYPE "B2" S3g°30'50"E (DEED) (TYP.) NATURE TRAIL w W (TYP.) S38°24'20"E (ACTUAL) N a' �, NATURAL BUFFER AREA 1000-1Q2-1 -23.1 : " Co- O O, NOW/FORMERLY OF - CHARLES & JEAT,,ZAHRA ........... LA �� MATTITIJCK NY, 11952 1000-102-1-4.6 Z 7�UILDIh y NOW FORMERLY OF W Ir CFTRACK PROPOSED PATIO ROY & DEBRA LEBEL G LOCATED WITHIN . 1755 EVERGREEN DRIVE N .......... �' 2� Zo ,9 'B 'B1 B B; B e; ��`'r LA ,,, � SETBACI�_TO �E f N c9_ 36 31 g B, �� B B, B; �� 61 61 61 ,8 e'0 e AND NOT COVERED GRADE CUTCHOGUE, NY 11935 6? �., '; 36 29 26 g B B ^"•• 1 FLUSH J LA 3, 35 e Bt e e B7 81 1� W (] OJ \ 82 a B7 a ............... N W 0 73 8 S 7 4 E 2 6 3 0 4 / / 1 _ / a LA 6 cn ,, ., s .�.,�. N �, O C 1000-102-1-4.7 „ I 1000-102-8-2( a ,,, NOW/FORMERLY.'.... F NOW FORMERLY OF ,., cn � ,,; ��//ii / / '. ,, ,,, // r,;; ,,, �.,. PAUL ROMANEL ,RICHARD & JEAN JUNG ,,, � %/ i % ,,, .w / � ;., LA /iiia, ,, LA 90 BRIDLE COU T ,,,,,,,,, ,; ////��/ �� ,,,, 7800 CALLE PINABETE ,, / , ///////// CUTCHOGUE NY 1 93 CARLSBAD CA 92009S37 , .,,,... ,,,. /� ,,s,i/� ;.-iii//// LA ,,. �/ii, /i,,, ,,,ilii ,,,, .� +..r„.' V.H,o'. , 95.00 m %.. r / / � 306. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, IN _, .. ��%iii/ i m / i / / /„ „ , e /„ ,, .� / 1000-102-1-33.4 ,,,, � /,,,,,/ilii , /�����,, / NOW FORMERLY OF 64 iii„ ..:.: / v u / .� /ilii, ,, / / ANJO LTD / , UB i CL �', PO BOX 871 //,/ ,r „ ,/// /, ,� ,,, , LOADIN ... N �521VERHEAD NY 11901 1000-102-1-4.8 ,,, � � �� ,,� //i�'/��/ ,, m .'. P ��� % , NOW/FORMERLY OF DOUGLAS & LYDIA BURNS / a i Bz .•„ r ,, 0'P 1750 EVERGREEN DRIVE 82 �� ; ii Iwt iql i�l T r+ilii ryi gg ullliy 7111 . J 49 581 1 i" Y O �.,„,,..,.,M �1P CUTCHOGUE, NY 11935 � , .:, 0� �' I � :.. ,iii- / „ A , D � LA e�„� l � 1 t. S37 13 30 E (DEED) tib UNIT TYPE B" OR r/ / // c o ACTUAL ., ,,,,,,,, ...•., S37-04'30"E (ACTUAL) 221.47 �� ; � ' , .... . � N 37 13 3 400 00' ' 0"W PROPOSED PROPOSED TENNIS COURT Harvest Pointe at UNMANNED BOOTH � EE DETAI LA LA LA 1000-102-1-4.9 W _ A LA �� %%� 1000-102-1-18.1 C U tC h og U e Ln LA ,,i I NOW/FORMERLY OF ` NOW/FORMERLY OF N 78.9' ; N r UNIT TYPE "A" (TYP.) / a " ROMAN CATHOLIC CHURCH OF i, VINCENT & RUTH URWAND 1650 EVERGREEN DRIVE o0 L6 / ^"P 114.5 CIItC�IO lie New York CUTCHOGUE, NY 11935 702 96 THE SACRED HEART . e 1p1 a 95 ,�� O Town Of Southold z I e 97 a A 99 96 N e e e e e A A 89 88 A No. Revision Date Appvd. C iiiiiiiiii rill iiiiiiiiiiiiiii�iiiiii 6/14/17 AVL 12 TOWN REVISIONS 11 SCDH REVISIONS 4/22/17 AVL i / i i f O 8 SCDH REVISIONS 3/9/17 AVL xro ro` 2/8/17 P _Ln 7 SCDH REVISIONS AVL LA CD �' 704 705 770 111 116 118 O100 102-1-3.4 103 e e 106 107 109 e e 112 115 e 117 a 12A0 N NOW FORMERLY OF A A A 'A A A 1A 114 A A A DIBOURGHESE COSTELLO, LLC A C/) Issued for Date 0 17150 CR 48 EMERGENCY ACCESS ROAD GRA PO BOX 957 N O I AREA WITH LOAD BEARING July 10, 2015 C CUTCHOGUE, NY 11935 CD SUB-SURFACE (SEE DETAIL) UNIT TYPE "A" (TYP.) O > U! O LA 75' BUILDING SETBACK rrj 50' BUFFER NATURAL _0 74.1' BUFFER AREA rn Drawing NATURAL BUFFER AREA IOverall 1 N36°54 20 W 2009.51 (DEEC�) o W � N _ ..- 2009.22' (ACTUAL) q • • PROPOSED CONNECT EMERGENCY ACCESS TO EXISTING ROAD, N N 0z CRASH GATE W EMERGENCY ACCESS ONLY. NOT TO BE USED ASA O _ Q (SEE DETAIL) CONSTRUCTION ENTRANCE/EXIT OR FOR ANY OTHER Q q PURPOSE EXCEPT EMERGENCIES. Materials • • 1000-102-8-28 1000-102-8-29 1000-102-8-30 o_ �0 1000-102-8-24 1000-102-8-26 � 1000-102-8-22 1000-102-8-25 1000-102-8-27 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF WILLIAM & VIVIAN VELEZ LINDA COOK .. ZORA SORMELEY NOWJENNIFER & THOMAS OF 1000-102-8-23 PATRICK;"& LESLI.E CASEY WADE HUBSCHMITT "' „„NOW/FORMERLY OF 209-50_28TH AVENUE Drawing Number JENNIFER & THOMAS FOSTER WADE HUBSCHMITT 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD g 2890'HIGHLAND HIGHLAND ROAD 31 MARTHA STREET CYNTHIA LAKE BAYSIDE, NY 11360 PO BOX 1035 NOW/FORMERLY OF 31 MARTHA STREET FREEPORT, NY 11520 12270 HIGHLAND ROAD CUTCHOGUE, NY 11935 CUTCHOGUE, NY 11935 fl CUTCHOGUE, NY 11935 FREEPORT, NY 11520 � CUTCHOGUE, NY 11935 DAVID & DONNA„COOK � CUTCHOGUE, NY 11935 - 3050 HIGH I AT1i5 ROAD ~„ ,"" CUTCHOGUE, NY 11935Cm260 O 80 0 80 160 Sheet of T SCALE IN FEET 2 26 C Q) Project Number Cn 29305.00 6 P:\29305.00 Heritage Cutchogue\cad\ld\Plcinset\29305.00-LM.dwg E 0 U Jd 00, 0 PROPOSED MULCHED NATURE TRAIL S38'30'50"E (DEED) (TO BE ROUTED AROUND EXISTING 10 S38-24'20"E (ACTUAL) TREES WITHIN NATURAL BUFFER AREA) 11 NATURAL BUFFER AREA ................................ ......... ......... .. . . . . . .. . .. . ... . . LA Engineering, Surveying & PROPOSED NATURE TRAIL Landscape Architecture, PC (PERVIOUS PAVERS) 100 Motor Parkway 50' BUFFER (JA CA (R Suite 135 V�k 10.7' 13 7' 13.7' 14.5' 19 Hauppauge, NY 11788 0. ;'-'75' BUILDING SETBACK 13.7' PROPOSED 13.7' 22 19 631.787.3400 23 21 Bl !25 Bl 27 26 24 DB Bl Bl 1 B COVERED 14' x 20' 29.04' 13.7' 29 28 30 B PATIO (TYP.) (DB B 36 31 B B1 2-1 LA 131 35 12.1' 32 B1 (I C Bl B 2 (P EN EN 2-1 EN - I 34 33 - 18 EN EN 17.9' EN EN ZY) rri C� LIMIT OF NATURAL BUFFER AREA R7-XR-/ TYPE B-D R1_1 RAMP R7-XL -'--R7-XL PROPOSED BUMP R7-XR LA TYP. OUT FOR PARKING LA R1-1 FLUSH BELGIUM TYPE R-D (TYP DIVIDERS TYP. U0 RAMP N3 (TYP.) (SEE DETAIL) BLOCK DRIVEWAY (TYP.) RAMP TYPE B-D E0 PROPOSED 5' PROPOSED SINGLE SIDEWALK (TYP.) AREA LIGHT (TYP.) N3 M 00 PROPOSED ASPHALT LA MEDIAN TO BE STRIPED GOLF CART PARKING W/ PAVEMENT MARKINGS CD C) C' .... ............ ................. BICYCLE .... ................... RACK TYPE B-D ............. RAMP DROP-OFF ... .............. (TYP.) OVERHANG F U ................... Yo R1 1 ............... EN PROPOSED LA 10, X 10, __J CLUBHOUSE DUMPSTER 6,190 GFA ENCLOSURE 1 STORY 695 3 .42 SEE PLANS BY OTHERS 51, 18. 7.2 EN EN FOR POOL DESIGN N3 M M UJ LA : POOL 47 49 50 B Bl B (t B L U�� 4) LA S37*13'30"E (DEED) 12' MIN. S37*04'30"E (ACTUAL) .......... 221.47' .......... PROPOSED J] COVERED 14' x 20' R7-X PATIO (TYP.) LA PROPOSED NATURE TRAIL (PERVIOUS PAVERS) PROPOSED BUMP PROPOSED OUT FOR PARKING LA COVERED PROPOSED 15' x 20' 15' x 20' (TYP.) BREEZEWAY PATIO (TYP.) �n 00 (TYP.) C' 0 P L6 (0 L0 102 34.22' 39.22' 39.22' 39.22' z A 101 A 95 39.22' A 29.6' 29.6' 92 91 100 97 A 93 90 A 99 98 A 94 111111117111 A A A 89 88 A 3) 8 A A 4) A (t An A R7-XR-1 JIM PROPOSED TWIN 4' CONCRETE R1-1 TYPE FLUSH TYPE B-D AREA LIGHT (TYP.) C-4 / eL WALK (TYP.) _4 WI TH B-D RAM. BBC RAMP XR R7 X PO C14 R7aXR R7:wXL SIDEWALK (TYP.) R 7aXR (TYP.) R R (TYP.) Harvest Pointe at FE, Cu 6 tchogue 18.9, LL PROPOSED Jill ogue, New Yor HYD MOUNTABLE CURE ICURB Town of Southold C-4 WITH PAVERS FLUSH CURB 0 WITH PAVERS LA No. Revision Date Appvd. a) 0� C J_I 12 TOWN REVISIONS 6/14/17 AVL 11 SCDH REVISIONS 4/22/17 AVL .0 104 1 105 110 116 a al 20 3-) A A 109 115 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL _J I (% 106 107 A 112 A �A t A A A (% 49.22' 113 A (% 108 A 9 TOWN REVISIONS 3/27/17 AVL In A 40.22' A 114 0) PROPOSED HYDRANT, I I (% (% CN 49.22 A 8 SCDH REVISIONS 3/9/17 AVL lr�i PROPOSED HYDRA 39.22' 39.22' ro WIDENED TO 26 FT. ROAD TO BE LI 49.22' NT, 7 SCDH REVISIONS 2/8/17 AVL Ln AT HYDRANT (TYP) EMERGENCY ACCESS ROAD ROAD TO BE C! n " GRASSED AREA WITH LOAD WIDENED TO 26 FT. ED BEARING SUB-SURFACE AT HYDRANT (TYP) LA 0 (SEE DETAIL) Issued for Date July 10, 2015 C 75' BUILDING SETBACK LA U) 50' BUFFER C ...... Drawing Title EXISTING CHAIN LINK Layout and NATURAL BUFFER AREA FENCE TO PROPOSED CRASH GATE REMAIN (SEE DETAIL) NATURAL BUFFER AREA In Materials Plan 0 < .......... ........... ............. _J . . ..... ..... . ..... . ..... . ..... . ..... . ..... ...... . ..... . ..... . ..... . ..... . ..... < N36*54'20"W 15-1 R5-11 In Drawing Number CONNECT EMERGENCY ACCESS TO EXISTING ROAD, �_4 ACCESS ROAD TO BE INSTALLED TO EXISTING 44 PAVEMENT EDGE; PROVIDE MOUNTABLE CURB (SEE DETAIL); EMERGENCY ACCESS ONLY. NOT TO BE USED AS A CONSTRUCTION ENTRANCE/EXIT OR FOR ANY OTHER PURPOSE EXCEPT EMERGENCIES. Cm2el C :5 40 0 40 80 Sheet of U ru 'UrBE3 ROI r' T� 0 REES WITI_ SCALE IN FEET V) 3 26 (D C -0 (D Q) Project Number Cn 29305.00 P:\29305.00 Heritage Cutchogue\cad\ld\Plcinset\29305.00-LM.dwg E 0 U Jd ................ ..................... ............... ................ ................. > ................ ............... ...................... ............... ........... .......... ...................................... 1901.44' (DEED) ........... ........ ................ ........... 00, 0 .................. ................. ............... ......... ............. 1904.80' (ACTUAL) ............... ............... ............ ............... ............... ............... .................. ............... ............... 10 ............... ............... ............... ............... CA LA OD. ---1 ............... .............. CA PROPOSED MULCHED NATURE TRAIL NATURAL BUFFER AREA 013 (TO BE ROUTED AROUND EXISTING (-� CP ............... I ot 0� TREES WITHIN NATURAL AREA) ................ ............... ............... ............... Engineering, Surveying & Landscape Architecture, PC ............... ............... ....................................................................................................................... 100 Motor Parkway ILDING SETBACK Suite 135 PROPOSED — COVERED Hauppauge, NY 11788 12' 14' x 20' 13 7' 1 13.7' 16.7 PATIO (TYP.) 631.787.3400 14.5' 14 11 21.6' ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............. B 13 12 B1 LA 19 B1 8 % 22 21 IB1 B M PROPOSED PATIO IB1 B1 10 LOCATED WITHIN B 18 SETBACK TO BE 17 B 1 EN EN FLUSH W/ GRADE AND NOT COVERED ............... EN Con EN 0 EN 18 R T EXISTING CHAIN EN EAt LINK FENCE TO -9 REMAIN S37*04'40"E 273.68' ............... ................. .......................................................... ....... C/) P Ln Lo 0 (ct C' Ln > N; 0 rrl C: YPE B-D TYPE B-D LA > RAMP RAMP �R7-1 (TYP.) (TYP.) R1-1 PROPOSED 5' SIDEWALK (TYP.) TYPE B-D LIMIT OF AREA TO REMAIN NATURAL RAMP 00 (TYP.) PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) R7- XR R7- LA LA PROPOSED �)II, I I NATURE TRAIL GAZEBO (PERVIOUS PAVERS) ----—------------------- S37*04'40"E R7- 95.00' mom R8-3X CONCRETE WALK ............... ............... .................... 4Q7 LA 77`/�/,?-/777z"7//7,x7'1............................ ...................... PROPOSED UNM BOO PROPOSED Cf) Ln 61 COVERED 14' x 20' Cn CA 8-3X Cn PROPOSED 6' X 4' PATIO (TYP.) 's MONUMENT SIGN CYCLE LA PROPOSED PROPOSED NATURE TRAIL A K (PERVIOUS PAVERS) ENTRANCE/,, LA RETAINING I R1-1 WALLS PROPOSED N3 COVERED R7-XR FOR WORK WITHIN THE RIGHTS OF WAY ep 15' x 20' R1-1 SEE OFF SITE IMPROVEMENT PLAN FOR 65 PATIO (TYP.) BUILDING NIL L0 50' 9) DETAILS (SEE SHEET C-10). 75 ETBACK 66 /--SEE PLANS BY OTHERS ........ 68 V La 11/y/5" W11-2 FOR POOL DESIGN 13 67 STRIPED R1-8 M B2 M (TYP.) CROSSWALK PROPOSED (TYP > 15' x 20' 50' BUFFER TYPE D-D PROPOSED J FLUSH BBC BREEZEWAY (TYP.) TYPE B-D RAMP (TYP.) TENNIS COURT (TYP.) R7-XL RAMP (SEE DETAIL) -b LA (TYP.) U-) R7-X PROPOSED- VINYL COATED 10' HIGH CHAIN ---- LINK FENCE.... A'' ...... ...... . ...... N37*13'30"W 400.00' BELGIUM BLOCK CURB TYP. (SEE PETAIL) t z:' � P .......... R7-X LA 39.22' 39.22' 86 3 7.3' r 85 0 A 90 87 (t 88 A A 89 �A A A FLUSH CURB Of Ld Ld WITH PAV V) Harvest Pointe at R7-XR R7 XL M -0 Cutc ogue LID M Cutchogue, New York 0 No. Revision Date Appvd. 40' C LUSH CURB 12 TOWN REVISIONS 6/14/17 AVL < TH PAVERS 7 6 HY ........... 11 C 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 40' LA In 9 TOWN REVISIONS 3/27/17 AVL 116 118 0 :t 8 SCDH REVISIONS 3/9/17 AVL 6� 115 A 117 A U-) A A 119 120 P A r) 7 SCDH REVISIONS 2/8/17 AVL Q6 A U-) V) 39.22' 39.22' C\4 7 R �M W� l� r--� Issued for Date -J July 10, 2015 C 75' BUILDING SETBACK U) a) Drawing Title C -0 50' BUFFER Layout and -17 In EXISTING Materials Plan 0 CHAIN LINK NATURAL BUFFER AREA FENCE TO < REMAIN In ////v .... ......... ............. 2009.51' (DEED) Drawing Number 2009.22' (ACTUAL) (D Cm262 C CLI Sheet of (To BE RC TREES WITI 0�'5 —FOFFER BUFF 13.7' 14.5' 21.6' 0 40 0 40 80 -0 V) 4 26 C -0 (D SCALE IN FEET Q) Project Number Cn 29305.00 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\ccid\ld\Planset\29305.00-GD.dwg E 0 00, 0 10 .................. ............... ................... ................ ................ ............... ............ .......... ............... ACTUAL),""' ............ ........... ..... ..... ............... "I'l""I",":::��������"I'll����'llI .............. Engineering, Surveying & ............... ............... ....... S38*30'50"E (DEED) . ....... Landscape Architecture, PC Z'111�­ S38*2,­20'_E,,(A C TU A L)/,, 1750 2750 . ......................... ...... 100 Motor Parkway .............. Suite 135 ................................................................ .................... 7- 1...... 44 Hauppauge, NY 11788 -Z W BUFFER -32 --A 631.787.3400 TBACK ............... ............... 75' UlUl SE ............... �-4 UN FFE GFE 3.701 U U 32.. 1 34. ........................................................................................... 1 35.3 D .................... 'FE FFE 34. 40 Eli 2,73,15 S37*04'40"E 31,p :sl ..... ....... ............. ......... .. .................... -A .......... ,.......... 71R&� .................... ........................... .......... 24.00.......... ............... ........ 0I cyi A��� -P '1144 11 -,I"i > �-) 0 'A . .......... )2 .......... I M I n ..... ....... x 34,00 ...................... T.- -33 3428, W29.50 R-27.5D ........... I 50 �4: 8033 7-04 40 L13 ........... §�5.0 0, 0 TC 33.20 19+1 BC n7l) "'o ST 3D .................. 'A. ----- -------- 710 ---32 ................... C� A Cli Cli 010, MID CLUBHOUSE A 0J, 32.45 e0l 30', D3 0 e. 54.2 31 11 K x '00000r 3Z15 FOR WORK VATHIN THE RIGHTS OF WAY SEE OFF SITE 4r) M .............. 31 37. C: 11,;�.//"/,77>;;117 f �� x37.75 75x", M S37-13'30"E (DEED) A115 IMPROVEMENT PLAN FOR DETAILS(SEE SHEET C-10). .......... r5 CON AND CLUIll 400.00' 33 34 '04'30"E (ACTUAL) A�7,� �,:,N,3771 3'30"W ........ ..... P S37 221. % R.- x Ld 16 11 . 33 32 _00 33------------, L0 ,,R_29W" 30 C) 1.35 102' FFE 37.10 GFE 3 FFE- 1.3.8.9. ;37 4 FFE'-'36.i5 36:48 UI UINI I T 8 GFE=35.60 T3 A14 IT 99 OF UNIT 94 1 32-1. 4 _35.1 ..1, FE'=-3 R14 ............ M40 35 35.40 yi _7 3-M.- 3506 ............. % 0 Ix I!J�EJLP( 7 W 7 10 32.�O 32 UNIT 1 UNIT 118 30.90 FFE-35.95 Rl FFE 34.93 UNIT 106 1 34. GFE-34.38 GFE 36.25 =36.0 L0 GFE-34.93 FFE 3.25 OF 35. UNT 114 GFE 3270 "o" GFE 36.25 11 zoo FFE 31. 36.00 cr) GFE 31.30 35 /* (.71 34 - 30 X of -75 E). DINO SETBACK -33 7 C'C� C� 33 ........... If or BU 50'BUFFER M All .......... AM ......... ........... .............. ....... 4, ................ 06*54'20"W ... ......... .................... 2009.22 (ACTUAL) ................ 0 ............... ........... ............... .......... .............. .......... ....... ......................... .............. ................ PROPOSED PROPOSED 80 0 80 160 PARKING SIGN PARKING SIGN (SEE PLAN) (SEE PLAN) SCALE IN FEET a- SIDEWALK U-) Impacted Soff Notes 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SOIL MANAGEMENT Harvest Pointe at PLAN AND THE OWNER'S ENVIRONMENTAL CONSULTANT.. TYPICAL 25' x 7' SPACE 2. IN ACCORDANCE WITH THE STORMWATER POLLUTION Cutchogue UNMARKED PREVENTION PLAN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO HANDLE ALL IMPACTED MATERIAL IN ACCORDANCE WITH THE SOIL MANAGEMENT PLAN AND Cutchogue, New York THE SUFFOLK COUNTY DEPARTMENT OF HEALTH On Street Parking Detail GUIDELINES IN ORDER TO AVOID ADVERSE IMPACTS TO Town of Southold WORKERS AND NEIGHBORS DURING CONSTRUCTION. N.T.S TOP OF No. Revision Date Appvd. APRON + 4" NOTE: TYPICAL IN LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER. FROM GUTTER 12 TOWN REVISIONS 6/14/17 AVL FFE 0.00 Grading & Drainage Notes 11 SCDH REVISIONS 4/22/17 AVL 7.-5% 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 1. PER THE GEOTECHNICAL REPORT PREPARED BY SLACKE TEST BORING, INC. DATED Unit Type B/C GUTTER '5 Unit Type A \-GFE= -0.55 DECEMBER 7, 2006 GROUNDWATER WAS ENCOUNTERED IN TEST BORING 2 AT 17'-7" 9 TOWN REVISIONS 3/27/17 AVL I BELOW GROUND SURFACE AND ALSO IN TEST BORING 3 AT 25-7" BELOW GROUND CN COVERED -0.75 SURFACE. THEREFORE, GROUNDWATER IS ASSUMED TO BE AT OR BELOW ELEVATION 8. 8 SCDH REVISIONS 3/9/17 AVL COVERED PATIO AREA 7 SCDH REVISIONS 2/8/17 AVL COVERED PATIO AREA -0.95 2. DRIVEWAYS TO BE PITCHED TOWARDS THE ROAD AND SHALL BE 1% - 5% SLOPE. PATIO AREA -0.95 -0.95 ____r 25' 4' ROAD WIDTH APRON DRIVEWAY GARAGE UNIT 3. MAX SLOPES TO BE 1V:3H UNLESS OTHERWISE NOTED. 79puff9w9wU M W� l 4. GRADES TO PITCH AWAY FROM BUILDING FOUNDATIONS. Issued for Date COVERED -0.95 PATIO AREA FFE= 0.00 FFE= 0.0 5. CONTRACTOR RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE FLOW OVER THE SITE. BIRD July 10, 2015 FFE= 0.0 Typical Driveway Grading Profile (w/out Sidewalk) L-r-I GFE= -0.55 GFE= -0.55 BATHS AND PONDING AREAS (OTHER THAN AS DESIGNED) ARE NOT PERMITTED. C GFE= -0.55 :5 x N.T.S 6. DRAINAGE PIPE TO BE AS FOLLOWS >� FFE= 0.00 -0.75 UNDER PAVEMENT: RCP, SIZE AS NOTED ON PLANS SCTM: 1000-102-01-33.3 0 UNDER LANDSCAPING: CPP, SIZE AS NOTED ON PLANS _0 GFE= -0.55 U) 2 CAR GARAGE ROOF DRAIN HEADERS: 10" CPP MIN. SLOPE 0.5% -0.75 x 0.75 7 5' ASPHALT 7. DRYWELLS AT UNITS TO HAVE 10 FOOT VERTICAL DEPTH. 5 DRIVEWAY 18 2 CAR GARAGE LINED UP WITH 8. ADDITIONAL ROOF DRAIN HEADERS MAY BE NEEDED PENDING FINAL ARCHITECTURAL DESIGN. 2 CAR GARAGE x 2 CAR GARAGE TOP OF SIDEWALK -0.75 APRON + 4" 2% MAX 9. DRYWELLS CAPTURING ROOF DRAINS SHALL HAVE A MINIMUM OF 12 FEET EFFECTIVE DEPTH FROM GUTTER CROSS SLOPE FROM TOP OF RINGS. DRYWELLS TO BE INSTALLED IN ACCORDANCE WITH DETAIL. Cn -0.95 DRIVEWAY '�5 FFE 0.00 x DRIVEWAY -0.75 -0. -0.75 DRIVEWAY -0.95 < C> C-) 2�x DRIVEWAY ;>� Earthwork Notes I M CO < -0.95 x =< U 2% 1%-5% >� M M CO < r:m 03 �2 < GUTTER Drawing Number LO MAX. 1. EARTHWORK FOR THIS PROJECT IS INTENDED TO YIELD A BALANCED SITE UPON COMPLETION !_,z U-) -0.55 U-) IF OF THE PROJECT, I.E. 0 CY CUT AND FILL MATERIAL NEEDED. IF -0.75 2. IT IS NOT ANTICIPATED THAT ANY MATERIAL BE BROUGHT TO OR HAULED AWAY FROM THE SITE FOR USE AS FILL TO ACHIEVE SUBGRADE ELEVATIONS. 3. THE CONTRACTOR SHALL UTILIZE ALL NON-IMPACTED ORGANIC MATERIAL AS TOPSOIL IN ell C4 CN 97>.-< - 111111 M - 25' 4' LANDSCAPE AREAS PROVIDED THE MATERIAL IS APPROVED BY THE ENGINEER. Cm3 * 0 WHERE SIDEWALK IS REQUIRED, -_ - �J_ - ROAD WIDTH APRON DRIVEWAY GARAGE UNIT 4. ALL EARTHWORK SHALL ADHERE TO THE APPROVED SOIL MANAGEMENT PLAN FOR THE TRANSITION BELGIUM BLOCK A�D DRIVEWAY APRON @ 0.33V:4*H WALKWAY DOWN TO MEET FLUSH PROJECT. 5. THERE SHALL BE NO LOAM OR ORGANIC MATERIAL USED UNDER ROADWAYS OR C WITH DRIVEWAY PER BELGIUM FOUNDATIONS. ONLY CLEAN SAND AND STRUCTURAL FILL TO BE USED AS APPROVED BY Sheet of BLOCK TRANSITION DETAIL. Typical Unit Grading Scheme Typical Driveway Grading Profile (w/ sidewalk) THE ENGINEER. 6. REFER TO SOIL MANAGEMENT PLAN FOR ADDITIONAL INFORMATION. 5 29 _0 U) DRIVEWAY APRON @ 0.33*V:4'H N.T.S N.T.S Project Number 29305.00 SCDHS Reference # CIO-06-0013 \\vhb\prcj\LongIsIand\29305.00 Heritage Cutchogue\cad\ld\Planset\29305.00-GD.dwg E 44 0 �� 4 Iiiiii a = I.-Iiiiiiiiii� > I + �� I 11� I I I " I , C..) 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I ""I'll"," 1% _ / - UNIT 117 Issued for Date N \ iiiii 32 6 1 F F E = 3 4.9 3""/"/,//// FIFE = 34.93 ­ , , , FIFE = 36.80 - "I', NIT' 06 11 UNIT 107 "",",","I I x 11 11 FIFE = 35.83 GFE = 35.28 FIFE = 33.70 1 UNIT 1`12 "I "I I I - I 11 1�11, , UNIT 1 1 FIFE = 33.25 FIF = 35.98 ­ k FIFE = 11 I "I "I'll, , � ,/"�, I "I 11 I GFE = 36.25 FIFE = 36.80 FIFE = 35.80 I! 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I ­­­­ I I "I'll"', ,,, _,­­ I I Ii , >� I \ - 11 I 11 ""I'll '' I � . 6 29 0 1 L" - / _0 11, / I � 9 V V b 05!�� U) � � "I'l""I'll""I'll'll""I'llI 0 1 , � -:5 11 1 40 � 0 �0 80 _0 i 1, - Q) I IIIEIIIIIIIIIIIIIIIIIIIIIIIIIII�� MMEI Project Number > I � 1 � � 0 Cn SCALE IN FEET 29305.00 SCDHS Reference # CIO-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_GD.dwg E O V 00, 0 s Drainage Area - A Drainage Area - G Drainage Area - M Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume - - - - Area(SF) Runoff C (FT) (CF) Area(SF) Runoff C (FT) (CF) Area(SF) Runoff C (FT) (CF) Wk Engineering, Surve in & 0 ' REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION - Surveying S E F ROOF AREA 19,064 X 1.0 X 2/12 = 3,177 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 2,529 X 1.0 X 2/12 - 421 Landscape Architecture, PC L O - - PAVEMENT AREA 16,466 X 1.0 X 2/12 = 2,744 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 6,314 X 1.0 X 2/12 = 1,052 100 Motor Parkway ao a 0 GRASS PAVERS 3,800 X 0.5 X 2/12 = 317 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 1,827 X 1.0 X 2/12 = 305 Suite 135 O ` T ' DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 Hauppauge, NY 11788 P - R ' SIDEWALK AREA 1,911 X 1.0 X 2/12 = 318 LANDSCAPED / GRASS AREA 50,592 X 0.3 X 2/12 = 2,530 LANDSCAPED / GRASS AREA 48,195 X 0.3 X 2/12 = 2,410 1 631.787.3400 CIF N _ � �� � r - - - - - - � LANDSCAPED / GRASS AREA 85,209 X 0.3 X 2/12 = 4,260 REQUIRED STORAGE VOLUME = 2,530 CF ,REQUIRED STORAGE VOLUME = 4,18 1� i 1 Q REQUIRED STORAGE VOLUME = 10,817 CF PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN USE (2) 12 FOOT 0 DRYWELLS WITH 13 FT EFFECTIVE DEPTH @ 100.88 CF/VF USE (3) 12 FOOT 0 DRYWELLS WITH 14 FT EFFECTIVE DEPTH @ 100.88 CF/VF 1 USE (11) 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH @ 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 2 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,622 CF F STORAGE VOLUME IN DRYWELLS: 3 x 14 FT EFFECTIVE DEPTH x 100.88 CF VF = f 4,237 C ' r LA STORAGE VOLUME IN DRYWELLS: 11 x 10 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 11,096 CF � o D � i C Drainage Area - B Drainage Area - H Drainage Area - N 1J , Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume Area(SF) Runoff C (FT) (CF) Area(SF) Runoff C (FT) (CF) Area(SF) Runoff C (FT) (CF) Drainage Area Map REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 2,936 X 1.0 X 2/12 = 489 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 16,368 X 1.0 X 2/12 = 2,728 PAVEMENT AREA 10,918 X 1.0 X 2/12 = 1,820 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 2,716 X 1.0 X 2/12 = 453 SIDEWALK AREA 1,373 X 1.0 X 2/12 = 229 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 LANDSCAPED / GRASS AREA 46,138 X 0.3 X 2/12 = 2,307 LANDSCAPED / GRASS AREA 43,358 X 0.3 X 2/12 = 2,168 LANDSCAPED / GRASS AREA 84,365 X 0.3 X 2/12 = 4,218 REQUIRED STORAGE VOLUME = 4,845 CF REQUIRED STORAGE VOLUME = 2,168 CF REQUIRED STORAGE VOLUME = 7,399 CF • • PROVIDED STORAGE....VOLUME DESIGN PROVIDED .STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN Drainage Calculation Summary USE 4 12 FOOT DRYWELLS WITH 12 FT EFFECTIVE DEPTH @ 100.88 CF/VF USE (2) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH @ 100.88 CF/VF USE (5) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH @ 100.88 CF/VF O Local CF/VF e Design Criteria STORAGE VOLUME IN DRYWELLS: 4 x 12 FT EFFECTIVE DEPTH x 100.88 VF = t 4,845 CF STORAGE VOLUME IN DRYWELLS: 2 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,421 CF STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF ± 7,566 CF g / 1. STORAGE VOLUME BASED ON A 2-INCH RAINFALL. 2. RUNOFF COEFFICIENTS FOR: ROOF AREAS = 1.0 PAVEMENT AREAS = 1.0 Drainage Area - C Drainage Area - I Drainage Area - O SIDEWALK AREAS = 1.0 GRAVEL AREAS = 0.5 Contributing Rainfall Volume Contributing Rainfall Volume Contributing Rainfall Volume DRAINAGE RESERVE AREAS = 1.0 ( ) Runoff C ( ) ( ) ( ) Runoff C ) ( ) ( ) Runo LANDSCAPED GRASSED AREAS = 0.3 Area SF FT CF Area SF (FT) CF Area SF ff C (FT) (CF) 3. ADDITIONAL DRYWELLS WERE ADDED TO COLLECT RUNOFF FROM BUILDINGS NOT REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION TRIBUTARY TO A DRA IN ORDER TO RECHARGE RUNOFF FROM THE 100-YEAR - _ STORM EVENT IN ACCORDANCE WITH NYS DEC STORMWATER REGULATIONS. SEE ROOF AREA 29,330 X 1.0 X 2/12 = 4,888 ROOF AREA 0 X 1.0 X 2/12 - 0 ROOF AREA 3,094 X 1.0 X 2 12 516 SEPARATE SWPPP DOCUMENT FOR FURTHER INFORMATION. IT IS NOTED THAT - _ - PAVEMENT AREA 38,438 X 1.0 X 2/12 - 6,406 PAVEMENT AREA 0 X 1.0 X 2/12 0 PAVEMENT AREA 19,706 X 1.0 X 2 12 - 3,284 THESE ADDITIONAL DRYWELLS ARE IN ADDITION TO THE STORAGE PROVIDED IN EACH SYSTEM RESULTING FROM THE DRAINAGE CALCULATIONS FOUND ON THIS DRAINAGE RESERVE AREA 5,321 X 1.0 X 2/12 = 887 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 2,080 X 1.0 X 2/12 = 347 SHEET. SIDEWALK AREA 4,244 X 1.0 X 2/12 = 707 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 LANDSCAPED / GRASS AREA 119,581 X 0.3 X 2/12 = 5,979 LANDSCAPED / GRASS AREA 55,891 X 0.3 X 2/12 = 2,795 LANDSCAPED / GRASS AREA 2,823 X 0.3 X 2/12 = 141 REQUIRED STORAGE VOLUME = 18,868 CF REQUIRED STORAGE VOLUME = 2,795 CF REQUIRED STORAGE VOLUME = 4,288 CF PROVIDED STORAGE VOLUME DESIGN PROVIDED. STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN ( ) USE (16) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH @ 100.88 CF/VF USE 3 12 FOOT 0 DRYWELLS WITH 10 FT EFFECTIVE DEPTH @ 100.88 CF/VF USE (5) 12 FOOT 0 DRYWELLS WITH 9 FT EFFECTIVE DEPTH @ 100.88 CF/VF STORAGE VOLUME IN DRYWELLS. 16 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF t ,369 CF STORAGE VOLUME IN DRYWELLS: 3 x 10 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 3,026 CF STORAGE VOLUME IN DRYWELLS: 5 x 9 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 4,539 CF /VF 19 Drainage Area - D Drainage Area - J Drainage Area - P Contributing ff C Rainfall Volume Contributing Runoff C Rainfall Volume Contributing Runoff C Rainfall Volume Area(SF) Runo (FT) (CF) Area(SF) (FT) (CF) Area(SF) (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION ROOF AREA 17,958 X 1.0 X 2/12 = 2,993 ROOF AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 22,383 X 1.0 X 2/12 = 3,731 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 3,333 X 1.0 X 2/12 = 555 SIDEWALK AREA 0 X 1.0 X 2/12 = 0 SIDEWALK AREA 1,801 X 1.0 X 2/12 = 300 DRAINAGE RESERVE AREA 29,992 X 1.0 X 2/12 = 4,999 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 LANDSCAPED / GRASS AREA 49,894 X 0.3 X 2/12 = 2,495 LANDSCAPED / GRASS AREA 119,129 X 0.3 X 2/12 = 5,956 LANDSCAPED / GRASS AREA 72,695 X 0.3 X 2/12 = 3,635 REQUIRED STORAGE VOLUME = 2,795 CF REQUIRED STORAGE VOLUME = 18,234 CF REQUIRED STORAGE VOLUME = 3,635 CF PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN USE (2) 12 FOOT 0 DRYWELLS WITH 14 FT EFFECTIVE DEPTH @ 100.88 CF/VF STORAGE VOLUME IN DRAINAGE RESERVE AREA D 34,000 CF " - USE (3) 12 FOOT 0 DRYWELLS WITH 13 FT EFFECTIVE DEPTH @ 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 2 x 14 FT EFFECTIVE DEPTH x 100.88 CF/VF = ± 2,824 CF - f STORAGE VOLUME IN DRYWELLS: 3 x 13 FT EFFECTIVE DEPTH x 100.88 CF/VF - t 3,934 CF Drainage Area - E Drainage Area - Q Contributing Contributing Rainfall Volume Drainage Area - K Runoff C Rainfall Volume Area(SF) Runoff C (FT) (CF) Area(SF) (FT) (CF) Contributing Rainfall Volume REQUIRED STORAGE VOLUME CALCULATION REQUIRED STORAGE VOLUME CALCULATION Area (SF) Runoff C (FT) (CF) ROOF AREA 23,464 X 1.0 X 2/12 3,911 ROOF AREA 0 X 1.0 X 2/12 = 0 REQUIRED STORAGE VOLUME CALCULATION = PAVEMENT AREA 0 X 1.0 X 2/12 0 PAVEMENT AREA 20,645 X 1.0 X 2/12 = 3,441 ROOF AREA 2,529 X 1.0 X 2/12 = 421 _ SIDEWALK AREA 4,503 X 1.0 X 2/12 - 750 SIDEWALK AREA 1,519 X 1.0 X 2/12 = 253 PAVEMENT AREA 0 X 1.0 X 2/12 = 0 _ DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 - 0 DRAINAGE RESERVE AREA 29,329 X 1.0 X 2/12 = 4,888 DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 LANDSCAPED / GRASS AREA 125,154 X 0.3 X 2/12 = 6,258 LANDSCAPED / GRASS AREA 73,880 X 0.3 X 2/12 = 3,694 SIDEWALK AREA 204 X 1.0 X 2/12 34 REQUIRED STORAGE VOLUME = 8,355 CF REQUIRED STORAGE VOLUME = 14,840 CF LANDSCAPED / GRASS AREA 36,894 X 0.3 X 2/12 = 1,845 PROVIDED STORAGE VOLUME DESIGN PROVIDED STORAGE VOLUME DESIGN REQUIRED STORAGE VOLUME = 2,300 CF USE 6 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH @ 100.88 CF/VF ME IN DRAINAGE RESERVE AREA "E" = t 86 525 CF ( ) STORAGE VOLUME � PROVIDED STORAGE VOLUME DESIGN STORAGE VOLUME IN DRYWELLS: 6 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 9,079 CF USE (2) 12 FOOT 0 DRYWELLS WITH 12 FT EFFECTIVE DEPTH @ 100.88 CF/VF STORAGE VOLUME IN DRYWELLS: 2 x 12 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 2,421 CF Harvest Pointe at Drainage Area - F Drainage Area - R Contributing Runoff C Rainfall Volume Contributing Rainfall Volume C u tC h og u e Area(SF) (FT) (CF) Drainage Area - L Area(SF) Runoff C (FT) (CF) REQUIRED STORAGE VOLUME CALCULATION Contributing Rainfall Volume REQUIRED STORAGE VOLUME CALCULATION CIItChOgue, New York ff C ROOF AREA 0 X 1.0 X 2/12 = 0 Area (SF) Runo (FT) (CF) ROOF AREA 17,958 X 1.0 X 2/12 2,993 Town of Southold PAVEMENT AREA 6,723 X 1.0 X 2/12 = 1,121 REQUIRED STORAGE VOLUME CALCULATION X 2 12 = 0 PP PAVEMENT AREA 0 X 1.0 / No. Revision Date A vd. SIDEWALK AREA 0 X 1.0 X 2/12 = 0 ROOF AREA 58,167 X 1.0 X 2/12 = 9,694 = SIDEWALK AREA D X 1.0 X 2/12 Q 12 TOWN REVISIONS 6/14/17 AVL ``' DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 = 0 PAVEMENT AREA 56,064 X 1.0 X 2/12 = 9,344 = 11 SCDH REVISIONS 4/22/17 AVL DRAINAGE RESERVE AREA 0 X 1.0 X 2/12 0 LANDSCAPED / GRASS AREA 4,980 X 0.3 X 2/12 = 249 SIDEWALK AREA 9,872 X 1.0 X 2/12 = 1,645 LANDSCAPED / GRASS AREA 88,495 X 0.3 X 2/12 = 4,425 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL REQUIRED STORAGE VOLUME = 1,370 CF DRAINAGE RESERVE AREA 53,826 X 1.0 X 2/12 = 8,971 REQUIRED STORAGE VOLUME = 7,418 CF 9 TOWN REVISIONS 3/27/17 AVL nPROVIDED STORAGE VOLUME DESIGN LANDSCAPED / GRASS AREA 29,966 X 0.3 X 2/12 = 1,498 co PROVIDED STORAGE VOLUME DESIGN 8 SCDH REVISIONS 3/9/17 AVL ro USE (2) 12 FOOT 0 DRYWELLS WITH 7 FT EFFECTIVE DEPTH @ 100.88 CF/VF REQUIRED STORAGE VOLUME = 31,153 CIF USE (5) 12 FOOT 0 DRYWELLS WITH 15 FT EFFECTIVE DEPTH @ 100.88 CF/VF 7 SCDH REVISIONS 2/8/17 AVL STORAGE VOLUME IN DRYWELLS: 2 x 7 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 1,412 CF PROVIDED STORAGE VOLUME DESIGN STORAGE VOLUME IN DRYWELLS: 5 x 15 FT EFFECTIVE DEPTH x 100.88 CF/VF = t 7,566 CIF STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = t 89,900 CF 7 W� l p ... Issued for Date N July 10, 2015 c Drainage Area - S Contributing Rainfall Volume C Area (SF) Runoff (FT) (CF) SCTM: 1000-102-01-33.3 R Drawing REQUIRED STORAGE VOLUME CALCULATION Drainage Calculations ROOF AREA 145,500 X 1.0 X 2/12 = 24,250 o PAVEMENT AREA 77,844 X 1.0 X 2/12 = 12,974 n n, SIDEWALK AREA 18,639 X 1.0 X 2/12 = 3,107 w Cn DRAINAGE RESERVE AREA 52,954 X 1.0 X 2/12 = 8,826 J LANDSCAPED / GRASS AREA 38,260 X 0.3 X 2/12 = 1,913 Q REQUIRED STORAGE VOLUME = 51,069 CF r2 Drawing Number o PROVIDED STORAGE VOLUME DESIGN M STORAGE VOLUME IN DRAINAGE RESERVE AREA "L" = t 111,600 CF o N Cm3 * 3 C N N c Sheet of T 8 29 6 u) N N Project Number Cn 29305.00 6 SCDHS Reference # C10-06-0013 \\vhb\proj\Long1sAnd\29305.00 Heritage Cukhogue\cadyd\Bans&\29305.00_UT.dwg E O I V 000 s r, / I 1)901.44° (DEAD) l .. 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'`. �, .. :. ,,,,,,,,,,,,, ,,,,,, ,,, .. ,,,, ,,,,,,,, ,,,,,,EYf LF 15 .. ,..,,,, .. ..,,,, ,,,,,,,,, (i V^-0'/"'rAr r c 4,,,.,, u. <,�. ,l f.,/",r d r ,,,,,,,,, ,,,,,,,,, O_ >> I r fi 3 lF 12 f fi v 1Y cP o 1 D: o sa 7s O TA .. � b ,. � 4."„ cavo 0.554. �J� I / � /',. �� a 3~. � ,r � ,, ,< • z Hauppauge, NY 11788 12*CP \\ •p4 �7 � 631787 3400 ,' • 3 ,,,,, .. .. 33.1 7 .. •. ,, ,,, d / 32 ,.,,,,,,,,,, ,,,,,,,,,,,,, ". B :. 0 Sx ., ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,, �,,, r C -SeoD / �3 ,,, $ �P O 1.070 RCP•D. ,.., ,,, 32 CO DIFFI15gN .. ✓ , ...............:•......... � CPP 01 .. .,..,.,. ... ,, lfi ,�„ ti :' ,,, :: >♦, HELL 06 lc� 5 FEET DEEP V01 PRIVATE WELL y 'r ro .. 3°` ........ .................... / 'RCP 0.1,3% (i. ,,,, r � �� < ,,,,,r.. '. _ I. ,,: � ,,,., R-27.50 ,.,,, ., 113 LF 16• ,,, •,, `... 32" ",,,,,•., ', ?2 R-31 225 ,,,,,, n ,,,,, • �/ 'I, 4 / 0 N3 1 ,„„RCP O DSR ,,,,,,,,,,,,,, ,,� ,"." ,,,,,,,,,,, .. v 31 w ,,, .,,,,,,,, P .,.., ...::, .. , .. R •1. .. ,,,,, ,,,,, a ,,,,, ,, _ ... ,,, ,,,, ,,, ,,,,,, ,,,, ,,,, 7 ,,,,," o /1 ,,,,,, ,,,, CPP O 3.570 ,,, 8 CPP,O ZA ,.,, 3J D 64 LF r DnrMEus wcnhD AD�ACENr .. „ . .,,, , ., .. CPP O 1370 33 ,,,,,,,�:,, J ,,,,, ,,,,,,,,,, ,,,,,,,,,, £j (%`: • fU 50 LF 16• Cr..: 4�I2 ,,,,, ;, ,,,,,, .. ,,,,,, 13 lF 1 �on " ,,, < ';, .` �, TO UNITS TO HAVE 10' .. ,,,,,,,,,,,,, L s4s 1, 1.oz r"; .,„ '/, 't ,,,,,,,,, ., ,,,,,,,, .. /.. ,,,,,,, ,,, � p EFFECTIVE DEPTH(TTP.) ,, , „,, � '.i " R-2750 ,..,,, ',,� " ..... ,„ ,.., ... .,..,, , .� • / '` EXTEND EXISTING WATER MAIN ON Ir'. ^` • f429.50 ,,,, ...., ... ,,,, % l „ ,,,, . _„ - :. ,,,,,. ,,,, �, .:. t;gr .,,, p.„� ::: • •7p ^o ``"'133 LF 15• `` SCHOOL HOUSE LANE AND CONNECT ,,... e ,,,. .. ,. " ...,,." '' ,,,,,,,,,,,,,,,, 3„�, .,,,,,,,, ✓^" ,.. ,,,,,,,,,,,,,,,, � �i, , ., ,,, 5•RCP ",,,',,,,,,,. "r"";'4'. ,..,�32 .,., `, `.�."CFP, 2 Z TO SITE(COORDINATE WITH SCWA) 100 PRIVATE �:%, °°`�. "". _ � ... 35 � 4 .,'Q4 0 E U3. bR-41510 413 • ,,,,, WELL SETBACK _ R xe.SD U J „�„ r .. .....::..... N y J ,5• r RCP o asx , o ' o a / "r r•, 3 ..::: S: i-� B LF 15• y ^� .,: ,�l A .,...,..,,... � J ,... �.! �.,� � ... ,/ 30 ,�„r/ � r, 88 LF 15• B .� ..:. - y w T I , �: 50 LF 16• RCP O 0.B% RCP O 0.570 •5,10 ;' �- � � '� �. � .,. • � -�.w• '�5 =34. e � " r, ��:..:..:.. 32 ,.:�' �' .� I' �'•va �' ��8 ',.z a 16 ,.' ' ""��,., � �.,,, '. .:. . 14a�rs' • :: f ". :: ,,., �y �, � " .�: YCPP _ - os yr. 3} • o sa` ,03 9 r�„ R 5'S -'�I�. 3� d2., •R4 r. (:' "2•CPP`.. 1'` `. ,�� ,b , �d,;'' .::: ....�R::: Q b / C � .,... / �� \" �.. A � • � ;„',, ���"34.SD ``� �z D 5 / 34 �'J EN w % roti •5. o }, l 32_ ti r1 0 PRIVATE WELL l; �� �/ ...... ......::� ...: � 34 ��r.� }, _ S lay`)< ✓ (� `j4 `"' �. 1tCP,0224 IA ,..r �� 9 ,. P 30• 3� Ix� ,.,� � �� �/�' ..�:.�::� ::. � ` '�.� =2&75 1>�', d cry m P32B.SD 1 ".. "` C/- rt>�' " �J .,+,`ti. • r'a SB-5 U1 37 :\U1 Ln 1 b r. \4 J l l N3 `; 'i.l � ^3� r, '' 1.1: ., G YG',', M„� l ...33 r o ,. .,.� � ,� 11G4GG� ,. ; cJ' ., / r" l �cn �o ., � a+ s ,2�F,r a G "" GGG� G',G� !� G,��G�GGGG��G G.�G:�I � •MM..MM _ -�- � `� 36 rn o r } r \ ..,., ,, DPP o D „`° ,, , G G� � G GG G�`G1 GG ,,,,. • 33 � ;:::.. n.i ;',,., ',\ >I D.,,,..� C7 m I o N S37 13 30 E DEED ( ) ,... r k0i .. ,,,,, ., �,,,,,,,, Irl cn < } �I S37 04 30 E ACTUAL 221. <, . 1 1 4�=� .-1 (ACTUAL) , � �" ::. a R-SD , 1 f'T"1 i,,, ......... ..... r :,:.r, d r. 32 P'y „{ / ! v / Ogg• (Il n � ,,,.,,,,,, �..., , ...� .,,, r-, r. � 37 f'. : I 33... ;:.,,,,,,,, `l ('r7 .. .. J2 ,,r ,,.., ,' ti "�.. ( .. , ::.: ,,,,,Lp O v 2 , � � N..7 13'3 0 W n • MP t 1 _ K 0 A v � d �, l J �2D.50 L.11l,I \ N 33� • `,,. • I 31 SCDHS Notes 32 ` ^ A/I NEIER/PANEL .fr ®3 �. 31 C...' jr 'l/` ?"TIDN(TTP) „',X: "; r • \I 32 E� ' 2,LF is' DPo1.os33 <' 3y �� '::i' 1. LOT SIZE IS APPROXIMATELY 46.00 ACRES. V - 3 R}8 '''' 2. TOTAL GROSS FLOOR AREA IS 219,076 SF. ' I,) 's 35 J` ,5 �, 34 34 � ® I� 3. THE UNITS ARE TO BE OWNER OCCUPIED. DEVELOPMENT TO BE MANAGED BY HOA. CORNER OF SCHOOL HOUSE LANE AND �I,' °°",,.. �`` �`" ;� ,,,, ,; � � ..,, ,,,,, � � • 5* �* :-:< / .,,:::: c,rf/;,: � 4. THE SITE IS LOCATED ON THE NORTHWEST LO � ..,,,, 0 D s• GRIFFING STREET. Water Distrimuon Stem Notes �y 5 WITHIN 150 FEET OF THE SUBJECT '/ l�%\ SII �::-� ;: ;; b � ,:::. ,N9. � ,,,, }, � \, ...., 8=35.1 .. •�� ah PROPERTY BEEN IONSHOWN RIONTTHE EPLANS. • ;: ;: 133.9 u.45 - Dn 33 '`' - r %r 6. GROUND WATER WAS ENCOUNTERED AT VARIOUS DEPTHS - SEE BORING LOGS. FOR 1. MATERIALS M,, 32 ;:: s ++D - - • THE PURPOSES OF DRAINAGE STRUCTURES GROUNDWATER WAS ASSUMED TO BE EL. "`., % ,, ",., ♦ `..• \ 35 Ag"' h t3 5 ,r =33.91 �' j4 - 25 R-3 OD 31 31 • 35 i;, .. 31. 34 34.� l5 • � 33. • :n:.... ........ ........ ......:�. S �-335 • 7 :�:.::.::.::.:..::.::.:..::.::..:..:�. . =30. 33 34 .:::.::::�:::::�:::�:.,;.:::. :.::..:.::..::. " , lf'7 3.5 • 3 / „,, ....... ... ....................... ...,.. ..,..........., ......... ... ... ..,... ......,...... ...... ...... ..........:.. ....... ..... ..................:........:. ...... ..... .....:........:. .. ...:. 15 RCP N 0 7 ELEVATIONS ARE BASED ON NAVD 1988 PVC PIPE, AND ALL FITTINGS, VALVES, AND FIRE HYDRANTS SHALL (� 022 ..... .. ....:. 4 / ^-:d STANDARDS, MATERIALS SELECTION: CAST IRON, DUCTILE IRON AND r-31.7 v, 3 AxfEsrro r cA,vE / -�,r RCP essa 8. HYDRO-ACTION SYSTEMS HAVE BEEN APPROVED BY SCDHS FOR USE UP TO 550 GPD , ,,,,,,., I ,,,,,,,,,,, �jS S2 d�Po �� t cap'i ox �1 ^�L-' S � �� NSF APPROVAL. CONFORM TO THE LATEST STANDARDS OF THE AMERICAN WATER LF,6� S 1r,rcP u .' g ' A WORKS ASSOCIATION (AWWA). PVC PIPE AND P.E. AND PB SERVICE 10 12•CPP O 7r ,O 1. 1.090 ,,,,,,,,,,' ,.,, 35� • �"' O LF 1Y \ INSTALL THRUST """•`. "�} ,, 3I �,,;., 36 _ }4 34 ,,; xro }} }I oz41c 30," s _ Blrs . }2 • _ 9. ASSOCIATION IS RESPONSIBLE FOR MAINTAINING THE A/I UNITS AND LINES SHALL BEAR THE APPROVAL OF THE NATIONAL SANITATION DLoacs ON ALL J THE HOMEOWNER'S A -31.60 34'„ t.,) 735• C!) •u 34 ?3I. ,,:: n -,. ',.. ..._CP `..., ELECTRIC SERVICES. BENDS GREATER ` ':::: R FOUNDATION FOR POTABLE WATER AND MEET ASTM STANDARDS. THAN 2r IN I ".. �� ,,.,....... a ,� .::.:. =33.50 /a`JJ' ::.. D (i CC ::.:: 3 ® 51/ }0 C3z 5 ��;. `J 35',., D11 WATER MAIN w '' It2 B ',, w ..., ..J�:: ,'::.;:: j.. �.�:. -35 R-33. • .�::�:. .::::: �., .::::. ,., f 3 .:.:... ,,, .i.::.. 1 O /' ,0 SB 8 1, 50 fT''P> I _ "' „- ick CAST IRON AND DUCTILE IRON PIPE SHALL BE CEMENT-LINED IN ,,,,, „. n ?17 LF 15 CPP �, '' O CE WITH AWWA SPECIFICATIONS C-104-74 OR THE LATEST Ak ♦ � `.,.. .. /,0 3.2E � �� r, ';rr. Ute it Notes _ . o .� REVISION _ • USED MATERIALS: WATER MAINS WHICH HAVE BEEN USED z ) '"'` 33' A2' • _ 35 34 32.... �.II 1. ALL WATER AND SANITARY DESIGN SUBJECT TO APPROVAL BY SUFFOLK a rri 3t ,,,,,,. c ro • _� " D THEY Co �`` / AUTHORITY AND `--- '' o R15'� - � ,/ 38 - SD ;<� }5 "�-- .,, }5 ., A ®���� ..--""'��� "j COUNTY DEPARTMENT OF HEALTH SERVICES AND WATER PREVIOUSLY FOR CONVEYING POTABLE BE REUSED PROVIDE o ,, 33 ^ / s �'`` =28.7s SHALL MEET ALL OF THE REQUIREMENTS OF THE SAME N RESTORED „� • 4 • 5 •``, �� C� • -29.75 013 R=2B. -29.75 (r,l A ,,� :; w =z9. • • l J • R-ze.7 • • 9 / A 0 0D �� �s z8 • �,! _,,, l/ R 3aB �}} PRACTICALLY TO THEIR ORIGINAL CONDITION. °• 32 ,� � MEET THE ABOVE STANDARDS AND HAVE BEEN w o , MP \` MP 34 33 32 }3 3'X MP 32 `33 2. ALL DRAINAGE PIPE AS FOLLOWS UNLESS OTHERWISE NOTED: NTS OF JOINTS: PACKING AND JOINTING MATERIALS USED IN THE J01 ,,�;' ROOF DRAINS HEADERS SHALL BE 8"" CPP WITH A SLOPE OF 0.5% PIPE / "'......, �, ,-A � \ �I REVIEWING AUTHORITY PIPE DHAVINGOMECHANICAL AJO NDTS OR SLIP-ON THE � .. .� ROOF LEADERS TO BE 6" CPP • DRYWELL CONNECTING PIPE SHALL BE 15" CPP WITH A SLOPE OF 0% JOINTS WITH RUBBER GASKETS IS PREFERRED AND per` •. 1 �' / ,,,,, , ,2" , I ",,/ Id �11111 11 11 1/ 1 11 11 " ......... .,,,,, fr,l N36..54 0 W „ 2009.51 DEED ............... . .. 2. INSTALLATION OF MAINS cr� ( ) 3. ALL SANITARY PIPE AS FOLLOW UNLESS OTHERWISE NOTED. 2009 22' (ACTUAL) \ `" - STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS 9RXIDLE ANNU corDiNEciE1DMs' � " _ PRIVATE WELL SANITARY HOUSE CONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED (COORDINATE WITH SCWA) OF 2%. INSTALLATION PROCEDURES. SANITARY PIPING TO BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A MINIMUM SLOPE OF 1%. BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE ---- I I l l 4. WATER PIPING SHALL BE 0900 BLUE BRUTE DR-18 PRESSURE PIPING TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT \ OR APPROVED EQUAL. WATER MAIN TO BE 10"" WITH 6" HYDRANT \ / CONNECTIONS. WATER SERVICE CONNECTIONS TO BE 1"". ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. / SEOTBACK ATE WELL / / STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH \ ....................... L.. \ \ OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ..1. L...\ � / / l ---- I 5. THERE SHALL BE A MINIMUM OF 10 FEET OF SEPARATION BETWEEN COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH 100' PRIVATE WE \ WATER LINES AND SEWER/DRAINAGE LINES. OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT �-- � SETBACK / \ / / 6. THERE SHALL BE A MINIMUM SEPARATION OF 20 FEET FROM SANITARY FREEZING. TIE DISTANCE TO HIGHL\ D ROAD FROM LEACHING POOLS TO ALL DRA'S AND DRYWELLS. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE (� \ PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED EMERGENCY ACCESS GATE IS T THERE SHALL BE A MINIMUM SEPARATION OF 10 FEET BETWEEN TO PREVENT MOVEMENT. APPROXIMATELY 260 FT F-� N SANITARY LINES AND WATER/DRAINAGE LINES. 3. TESTING 4 80 0 80 160 8. ELECTRIC AND GAS SERVICES PENDING COORDINATION WITH PSE&G AND NATIONAL GRID. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SCALE IN FEET 9. ALL SANITARY/WATER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE MINIMUM VERTICAL SEPARATION OF 18"" MINIMUM BETWEEN PIPING. (SEE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE CROSSING TABLES). CONTRACTOR SHALL ENSURE ALL CROSSING WITH THE LATEST EDITION OF AWWA STANDARD C600. SEPARATION ARE MET DURING CONSTRUCTION. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST PROPOSED SEWER SERVICE (TYP) 10. WATER SERVICE LINES TO MAINTAIN ALL REQUIRED VERTICAL REVISION, SEPARATION. BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT ' 11. ALL UTILITIES TO BE INSTALLED UNDERGROUND. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF PROPOSED VENT FOR Al UNIT (TYP) y �� �� /rr HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR ' 1" PORTION THEREOF. ELECTRIC OUT TO Al UNIT ELECTRIC OUT TO Al UNIT (TYP) �" - �'� SITE PROPOSED VENT FOR Al UNIT Al CONTROL PANEL °° °° Al CONTROL PANEL (TYP) �' _ �' �',�" ' e' Habitable Garage Area �� �` �r Unit Type Unit Numbers Total (SF) a rveSt Pointe at 00 00 " �° r r �, F Area (SF) (SF) "Al A 77-124 1 999 486 :0485 PROPOSED SEWER SERVICEl� �`r ,� . ; �, PROPOSED CLEAN OUT 8 10 12 14 16 -RD- l:°�� � �p„ r 1,3, C1.1tChO('�1.1e ' 18,21,23,26,27,29, J r i / d { RD - �, �� B 31,33,46,47,49,50, 1,599 363 1,962 CIItChO 112 New YOi'�C ❑❑ ❑❑ RD i GG s�% /� ' 1 S2 54 56 58 59 g REQUIRED GFI OUTLET-/ �✓� r �� � t' ' �rl� 68, 72, 76 Town Of Southold REQUIRED GFI OUTLET �'`/� p --RD- PROPOSED CLEAN OUT PROPOSED CLEAN OUT �� 2 5 6 9 11 13 15 No. Revision Date APPvd. PROPOSED ROOF DRAIN TYP ( ) �i�, ir'p 17,19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL PROPOSED ROOF DRAIN ° 25,28,30,32,35,38, /��/� 40 42 44 48 51 53 1 599 1,962 11 SCDH REVISIONS 4/zz/v AVL w REQUIRED GFI OUTLET PROPOSED BUILDING V °° ° �' 61 363 ✓" � / 4j °��/tip 'r�, A A A A A A 119M 57 60 62 64 66 70 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL PROPOSED BUILDING " ✓ /d/ ' r 73,74,75 9 TOWN REVISIONS 3/27/17 AVL a s.��v // 8 SCDH REVISIONS 3/9/17 AVL r / �Y my d A A A A A A � ���� 4 7 34 37 43 55 �' �� 1 599 1,979 PROPOSED GAS METER /� B2 380 0 "��,. � r= ° �' � � 61 63 65 67 69 71 7 SCDH REVISIONS z/a/v AVL PROPOSED GAS SERVICE C 36,39,41,45 1,999 408 2,407 PROPOSED ELECTRIC METER PROPOSED AS METER � �� MOMEMEMEME= G- ititi ! r,� Community Issued for Date o N/A 6,188 N/A 6,188 N Building July 10, 2015 E PROPOSED EL CTRIC METER PROPOSED GAS SERVIC (TYP) Key M a p -G PROPOSED ELECTRIC SERVICE -E G- Scale. 1" = 1050' SCTM: 1000-102-01-33.3 6 E- -RD---- SCDHS Approval • � -'RD PROPOSED ELECTRIC SERVICE (TYP) 5' o MIN. 5' RD MIN. 5' n -RD �_ PROPOSED WATER SERVICE MIN. PROPOSED WATER SERVICE (TYP) W Q Drawing Number r O N Cm4* 0 C; TYPICAL TYPE A UNIT BUILDING PLAN TYPICAL TYPE B/C UNIT BUILDING PLAN Sheet of T 9 29 6 1n Q) Project Number 29305.00 6 (n SCDHS Reference # C10-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_UT.dwg E O V Jd / / \ 00. 0 \ 0_.l 00 1030 ■ H, V 1 S38'30'50"E (DEED) S38 24'20"E (ACTUAL) Engineering, Sury y g & e in.,. ., LandscapeArchitecture, PC 100 Motor Parkway . 31 .,. X29 R=30.0 ® H2 � Suite 135 ,. n 3/ 0 � ,, H1 32 12 ® =29.5 �:,.. R= oo ,,/ Hauppauge, NY 11788 13 � ® / f w 31 I \/ 33 - R=29.5 R=30.80 - - - - - - - - - - - - - - - - 32 / w w 32 �- / - 34 mak- 33 631.787.3400 30 �� c0 co � / rn E ���• 31 - -- - - I I CO- CO? , I ( "- i.. m \ cot �'' \ 1 I o 25 � 24,_ _ 23 22 27 B1 21 26 i g $ B1 3U 29 I 28 B B1 -B1 v / o I A \ 31 B1 , 3 � 35 I z r o z 36 32 B1 ..,:° I g2 a B1 o z S174'0MH \ V \ \ S18 4'�MH I I , I S20 CB"" R- 32.50 EN -" R=33.63 0, B 1 I 93 LF 12" "" R=31.15 I=26.D3 / I-25.53 / 381 z 34 w g21 , 33 I I I=26.76 EN, , _ ,PP C L11 4'0MH I B2 EN R=31.50 „ I�� R=3260 I - B I EN " � R _ I RD. 7 LF 12 <,, - \ SPP @ 0.87 EN 33 D_' S24 I _11_9 CBIR ' R=3 .2 1a' R=31.80 , D� I=27.05 \ ♦ 3361 LF 1 R=34.00 E a,��2CP @ 1.0% 1G E= wv wv 2 3 a l wv Esc 22 LF 12" RCP @ 0.5% " 1.0% / .... ....CPP @1 0% 32 798 LF 12 R_32.7 "' � SYSTEM 0 3 s CPP @ 1. Q6 � �;;:: �`�' R=VARIES 3 . "'" r� ,,,, Ems- � ® - • 36 ° �", $19 CB ,. , m I= 24.50 co E - --♦ ` S45 ,34 ,�' R=31.51 ,.'f:, BOTTOM R-32.75 II-2s.sa 22 LF 1 WR-31:85 =32.25 o 21 LF 15 I __ ,P p 32 t N3 3 " 3 � m � / L 1 _ 3029 ,,, / ` '� I=25.27 45 LF 15" n � o DRYWELLS LOCATED ADJACENT � - � \ R=2 N3 w ii CPP @ 13% r i 33 �;� � W ,12 W TO UNITS TO HAVE 10' ,, m �� S44 1' 9.50 EFFECTIVE DEPTH (TYP.) ,,� ,n 1 z � . \ 3 10 =34.50 12 LF 12 14 N / _ ® R=29.50 � � - \ , CPP @ 0.5% ' i DRA L N V r w 21 1 ±89,900 CF it A v m CP @ .5 L2 ce 3 � CAPACITY R=32.78 BOT. EL. 29.00 �D. 5 \ w - I-27.89 L13\ HWL EL. 31.00 8 LF 12 ; J3 - R=29.50 ® � cr - _ L2 N11 R= 9 • R- 0.75 1 W R-34.5Q � � rn � .. R-32.90 �'S .;' �� N� . �� w W- --RD- L7 ce �' <n R=31.25 1 1 " 33 I=27.41 � d a _ I=24.86 � • �� n ° 102 LF 15" 3 » p �. \000 RCP @ 0.5% �� N3`1 2a.00 86 L @ 15" 66 LF 15 � R334'O H 50 LF 18" RCP @ 0.5% / m - " CPP@ 5.1% ® R63s'O H 4c6 3 'R1134.5 h� N �j � 148 LF 15 R=32.14 L15' I-_27.06 05 � � � , ^7 '� .. / RCP @ I=26.39 R=29.50 21 LF R=31.50 �' 0.67% RCP 4 0.5� I R=32.50 15" '��° 3 / \ 10 JJco ti w N 34 6 -10 EN g coo- R� 21 LF 15" �� h� r o moe p CLUBHOUSE P " � 34 10" CP @2.24 0 .� ....., ... � @ � R=29.50 �O 3 3 M / N3 �o 'b� W , 3 ,� Q � s d w� = R 32 2 2 ��G h� ^� (��) p r - 4 w P3 RD �d -- EN EN ® =29.50 co w � I I L5 ce 2 � �V ��.. R=30.00 � � � �� � ��� � / ♦ ; N4 � .. to N3 R-32.14 e / �O R �:' µ .'..' »W I=2616 co :; '.. � .. ..... 31 LF 12" z I 49 @ 0.5 0 �g1 pglp 0 EN .. . I 47 48 R 31.25 N .. �.. i I 34 i o / 2.. 31 w'; � , � � � / � :�"'' '. R=29.50 S37-13'30"E (DEED) 3 I I �,. • F. � co S37-04'30"E (ACTUAL) O - I co 1_ R30„ 0I-24.85 221.47 � � ,�'`� �i 32 M1 ce_ I ( j 31 I ti v� ® K2 i=2666 tiIW, . •.,.. E 50 " oiror ' ,. 30. R=29.50 32M2 J7 \ M3/ .., F Q1 31.25 ( � �.., .. �� ��� R=29 0 Q2 R ��4 M 32 3 6: V 31.25 ® Q331 0 on�n I\ LJ J a a - - A I METER PANEL ® 30 ,29.50 4 Q5 33 3 �.( ), LOCATION (TYP) �� � � 2 W 3 r � 1 O Q 33 21 LF 15" RCP @ 1.0% - - - 33 v/ v/ R=29.50"`. 0*7 o co v/ 35 �• �O 000 I f co 35 1 34 - 1 co E 331 R 34 I "� 1 1 � o Co -RDCO ° co ...,,,.102 � � oo c0 00 35 c oo�5 I I � Co c � -R _� d co" co - RD• Qf 101 R co 96 - , ,� Ir o C20 C25 100 I I I 97 ,- I R=32.75. R=3 .7 92 91 90 _ � I 99 98 I I i r'I 93 A14 - w o I A o o �94 R=31.10 R A A 0 � C7 ce I Q8 �` 89 'o 61 \ - • • cB RDS I A I C4 CB R-29.81 RD R=30.50 A I A2'` - g. � C1 c6 I C21 24 R=31.x5 31 _ � \ � - -33.90 I-24.14 R=33.24 1 I=28.08 R=32.70 R=32.45 R=3 0 I I=25.64 Q11 I Pointe R= ® 32.A1340 I=27sa I . I 3 I i=26.50 3 ,' 32 R=30.50 3 I I Harvest r 0 i me at 32 1 I I o a • _-_ = 13 x D _ I �'. �� "� �� 34 I C2 23 RD 31- RD- 31 7 R= 5 _ CutchO ue • "`,,,,, A4 ® 35 A16 ^�`° �,S -� 5 =33.90 � 1 ® ----/ 8 ,,,, - R=32.25 R=3 .0 -� 31 C8 60MH Q9 - � q 3 R=31.60 = 34 =34.20 - - ® \ ® =33.5 = ® 3s N 34 -- =33.5 ® Q7 R=30.50 R=30.8 31 32 33- V R=33.50 9 • I=23.33((0 R-31. 0, F R- 2.2 5 15 RCP C r C5 6 dMH Cutcho ue New York C22 _ 9 a3 M7 a » =31.75 R-30.80 @ 0.5 0 30 A3 MH 1 _ \ 23 LF 15 RCP @ 1. " E Town of Southold R=31.90 p F 15 RCP @ % E A18 C R RCPLF@11 0% i 24.7s c L "� k � � 3 k W � \3 3' � 10 3 ,3 � 24 LF 12 _ • S 4 �' S A C2 CB WV 2 E 7 jL 1 E - 1 >�3"LF CPP @/1.0% c 0 W P 1 12 15" RCP @ 2.3% °~ n 0 LF 15 -1 0"W 38 LF 15" CPP- 0 LF G R-32.70 % 1 No. Revision Date Appvd. 10 LF 12" CPP @ 2.0 CP @ 1.0� @ 2.5% 1.0% I-26.27 R( 12 TOWN REVISIONS 6/14/17 AVL INSTALL THRUST "N 3 PP @ 7.4% ° 34 35 34 HYD 31 30, 8 LF 15" •� BLOCKS ON ALL A5 33 3 - - " r- 34 ' � 33 - �120=­�A19 a 3 - - -- - - 2 I...,.... C30...., .... 4 PP @ 1.0% - - -RQ 11 SCDH REVISIONS 4/22/17 AVL BENDS GREATER R=31.-- 3 A17 3 7 5 27 2 �'�-� =31.50 32 C33 a 34 ".:, R=33.10 Rp. = a iI =35.0 63 4'0MH 34 R=34.0 ♦ N - CP =31.75 THAN 22 IN 33.50 315 --- R=3 ",; R=33.50 8 a C3 a � - RD- ® I"� 30 C32 '" RD I10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL WATER MAIN �� 3 �' I I` - I-2sso 3 I -33.50 R-33.2 ® I C9 c6 - a - -RD1�- , '""--' �,-RD � N � � �- - RD'--- R=29 50'"" J (TYP) 6 Al CB - -r -RD' 62 9 TOWN REVISIONS 3/27/17 AVL R=33.24 RD R= 33.58I R=31.53 o C3 0 1 I-26.45 II Q I I=27.74 104 105 I J I=25.34 �, R=29.50 110 I 111 117 LF 15" CPP L�' C6 c6 116 8 SCDH REVISIONS 3/9/17 AVL No cS. 103 A, A o 106 107 109 A A 112'' @ 3.2% R=2661 115 32 A6 - I \ 1A A I A I 2/8/17 AVL A \ A 113" 7 SCDH REVISIONS � R=31.10 � � I I 114 � I A ` 6 A o ,30 '� J �� c I�.� , -R o CO � � '> l C co \ _ o I I c p _ ® A CA ° co ° �. ° C Cl """'........ """,1C0 Issued for Date N z A7 33 R -RD ° C / 34 1 32 RD ° 1 _ 32. C5 ,,,, Al 2 ® 35 - 0 1 I July 10, 2015 N Ln �_ _ R=32.00 - - 34 34 1 - - - � __ 31 ....... .... 41� a ® A8 32 LF 15" CPP v 31 -- 00 - _ 30 C16 v,,,e o o �� / @ 2.1% •L- - - ®cam i A 33 �� �� � 30 = 5 C= / �' �; � �� =29.75 = R=2975R=29.75v �y SCTM. 1000-102-01-33.3 =29.75 / C129.75 C13 / • y\/r E C18 ® ® R=29.75 L \ . 0 ( 1 64 B5 6 w =29.7 ® ( 1 ® ® ® w . . R= 32.60 - 33 = 2.60 v/ ® • R19 0.10 8 9Vk, 32 30 31 • 33 34 32 33 MP MP E MP E E ° A10 In R=30.00 LLJ Cn PROPOSED METER BOX ``' R 229.10 AND RPZ _........ ..,...... r- „ � wo Drawing Number ' N36°54'20"'W Cm4el I O I N EXTEND EXISTING WATER MAIN ON a BRIDLE AND CONNECT TO SITE (COORDINATE WITH SCWA) 40 0 40 80 0✓ Sheet of T 10 29 U) SCALE IN FEET SCDHS Reference # C10-06-0013 Project Number 29305.00 ° SCDHS Reference # C10-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\ccld\ld\Planset\29305.00-UT.dwg E 1901.44' (DEED) 1904.80' (ACTU,AC)" ................ LA (-A ........... 00, 0 ............ ........1111"11/11/1-1/1. ................ .......... ............... ....... G2 28 G1 0 ------- 29- 78 LF 15" ------------- -------------------- CPP @ 0.5% I KAP 1--- ............. 31 ............ 31 111", 1i E6 4'0MH OtM]H 3 2 P' 24':�5. qr - _" R=29.50 -32I 25.25 32 I=25.65 33 _-33 .. ... ....... ... ................... CO'' co Engineering, Surveying & ........... T CID C Landscape Architecture, PC J DO 100 Motor Parkway 'Co �14 R15 ) ,,/,,,� 19 ...... 16 13 12 22 19 B1 B Suite 135 20,­ �3. ......... W21 S11 4 0M 10� B1o IB39 ......... S1 2 CB Hauppauge, NY 11788 J I=26.31 17 12 LF 12" J, w, B1 I=25.68 EN 4'0MH @ ► EN 631.787.3400 $2.50 S1 7 o 3 LF 15" 0 LF - r lbo LF 15" .................. 03 93 12" CID 0 1 0% 1 `22 CP @ .5% LF CPP (g 0.5% P CF S2 .............. E8 4*OMH EN 111 ON R--31.75 1111 70 LF 12' 3Z'04 40 27-3.Z8')/ CIPP 0,2.5% ............ .....11111�11 '_­'�'// , "I'll 1 1111111,4 �­",, _]"� 111'1�;'­­" 11 LF 12"S7 40MH"" 77� 1I ............... ................... R 32.75 ............... ....... .... 3 0 ...... @ 0.5�S4 , ................ c6 � ........... 4 .1111, (P @ 1.0% ....... 10" ................ Ln 5 32 .. ......'-,""I'll N; Ln HyU ............ ..................... > J1 ..... R=24:00 ................. 0 ------ ORA rrl ............ '�u R C 6' DIA. (NATURAL DEPRESSION) > ±86,525 CF F_ 3 20 LF 15DIFFUSION WELL, -RD ss­�� CAPACITY 5 FEET DEEP CN S4527- 7/�,// BOT. EL. 23.00 R 32.75 3 2 'P HWL EL. 29.90 N30 .......... -�d_ �' Ln N3 .............. 1111111111�"�................. ..... 0 CN S46R, CB E10 CN U3 ............. 113 LF 18" co • R=2 21 LF 'RCP @ 0.5% ...... ........... ......)" S8 4'OMH ....... ........ R P @ 1.0� 45 LF .................... N.. b .30 LF 1b .............."­"'­,­"­,­"'­............... ................... .. .............C S15 m _PP,q �.5% II=24.83 R=32.08 PP @ 2% ........ I=25.27 LF 18$$ . ........... .......... 1111. ..... ................... 77Y 1111 RCP @ 0.5% Sl U3 S ±111,600 CF 50 LF18 BOT. EL. 27.00 S48 CAPACITY CPP @ 1.0% 13 LF 12" ............... ......... R=27.50 @ Q�5% • HWL EL. 30.00 ... ... 41 I U\e.':Z'V C]B S47 52- ��p.......... 08 i V 2. R=27.50 1�0 vEXTEND EXISTING WATER MAIN ON I=25.06(l) I=24.81(o F9 CIB--"/ /0 ...... --133 LF 15" SCHOOL HOUSE LANE AND CONNECT 6 00' TO SITE (COORDINATE WITH SCWA) 305 15 RCP1000' CPP @ 2. Cu % FF2__11 '0 144 MH 8 L =32.92 r $40$'E 20 10 CB ............... 27 R=33.85 PROP E B I- R�28.57 D k ti FING 29 "� � � Gl �I 4Q7 INSTALL T RUST 777� .............................................................................................. 30 R5 BLOCKS ON ALL DS 50 W N WATER TYP 8 % 42 LF 15 2" CPP -/-V/ 0 1i ' \ RCP @ 0. 00 13 �10 LF to Ln L/) 01 CPP E2 % Cn R=31.54 !8.5 Ln r'J '5 0 CID S41 E4 CB 5" 28 31 30 29 R229.50 R R=31.54 1=2517 J, .50 @ 32 Or FOR WORK WITHIN THE RIGHTS OF WAY -10 S SEE OFF SITE IMPROVEMENT PLAN FOR 30 R=34. 0 1) / X F1 DETAILS (SEE SHEET C-10). R-28.75 N-3 20 65 R Ln %82 -29.50 68 P3 33 Bi =29.50 col 67 M 37 > 0 rrl C X\ > 31 CO 36 ........... 33 33 S 21111, ................. 31 31 ...... . ...... . ...... . ...... . . . ...... . ...... . ...... . ...... . ...... . R 2 R 0MH 10 ...... . ...... . ...... . ...... . ...... ...... . ... I: F4. 400.00 85 3 N37*13'30$'W 2 33 ........................ M. D8 c6. 2111 ti DLI 31 B -bN Q3 U/ -30 =29.50 Q5 R= 2.7 I=27.93 CID 1. Q R=29.5 D5 R= 1111 31 07 Q.N I=27.79 1000, Itco 1 34 co 0 .......... C O r 0 . ........... r 86 7/ A 12 (t 85 1 87) '00 Q8 89 88 !A 100, C� ( A 4�1 R=30.50 WI-t - A 'Ji V�' C.\,?I R=35.10 WU CB Cn 01f ------- -- .- 34 RD- D- RD R=3 -\RD- 1 1177711 1 35 34 1000, 50 OC8 s�MH T 13 1 I=23.58(1) T R=33. I=27.51(1) :27. W I=23.33(0 I=27.26(0 D19 "15' RCP LANE W R VEST PO!ZL 01 �� , Harvest Pointe at 1P @ 1.0% _G > 5 IF 15 �21 LI- I b D4A4*om RQP 02.3% A RCP @ 1.0% KID 8 LF 15$$ 35 T= R7 PP @ 1. -RD - 32 U C ogue 3 D '5 R=31.75 34 D. R=3 .75 Q C9 CB 3 M4.5 D11 R=29.50 Cutchogue, New York C> Town of Southold 56-.45 6 115 116 118 116 A A No. Revision Date Appvd. 'A 1 120 >1 DRA D 119 ±34,000 CF LO 12 TOWN REVISIONS 6/14/17 AVL U A P A CAPACITY n BOT. EL. 29.00 LID 11 SCDH REVISIONS 4/22/17 AVL Cl HWL EL. 31.00 V) 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL co 0 0 34 AT 0 9 TOWN REVISIONS 3/27/17 AVL 31 C-4 < 35 8 SCDH REVISIONS 3/9/17 AVL 35 D10 R=29.50 7 SCDH REVISIONS 2/8/17 AVL R=29.75 R=29.75 R=30.10 C19 32 Issued for Date 33 -----------E C5 E MP July 10, 2015 ........... ........................... ................ ................... ...................... C SCTM: 1000-102-01-33.3 0 Drawing Title Utility Plan . ..... ..... . ..... . ..... . ..... ..... ..... ... .... ....... 1111 1111 1111 1111, 1111 ..... . ...."I'll I "I',"", � 'I .... ../'Mal .. .......... .......... A' .. ..... 1111. ... ..... . ..... . ..... 1111 1111 1111 IiI�44 .................... .................... In 2009.51$ (DEED) n, ACTUAL Cn C 7 < I O Drawing Number � O I I I "�� 40 0 40 80 CN Cm462 SCALE IN FEET C Sheet of 11 29 _0 0 33 U) ............. Project Number > ............... ..................... Cn 29305.00 SCDHS Reference # CI0-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-UT-SCDHS.dwg E O V Jd ' > / \ 00. 0 SAN LP D-3 7 VF 10 R=32.00 10*0 100' AND 150' PRIVATE WELL (IN) / I=27.00 (IN) �' SAN LP B-Ito vF 4 BTM.R = R=31.50 10.0 \ SETBACKS (TYP) SAN LP B-8 tovF SAN LP D-4 � I=27.10 (N) / R=31.00 10.0 SYSTEM D`=3 ��-���<R=31.25 10'� BTM.RINGS- ,,, ..,i..., I=27.00 (IN) I-27.50 (IN) H.A. D-3 SAN � S38'30'50"E (DEED) ) = -' BTM.RINGS= 17.00 TM.RINGS- 20. R 32.0 000, , iori,> R 32 00 (ACTUAL) M RII S38'24'20"E ACTUAL - i 2725 pN I 2717 (OUT x „� I 27.2 YEM D-4 BT . / SYSTEM B-9 l/`H.A. D-4 SYSTEM B-7 H.A. B-9 R=33.00 Gi, " . .." ,,. H.A..3B7- 7 Engineering, ng, Surve Ing &R=33.50SAN. MH =27. IN I-27.80 T R= OT N 33.00 I=27.4500 Landscape Architecture' P CR=31.25 I26 I=27.89 IN I=27.79 OUT MP 100 Motor Parkway SYSTEM B 10 . ., � r :,., ,,.. 9 ( 1 . �� - R=33.0 $ ,;..,�..� �� 31- ----7--, Suite 135 = I=27.50 INA. 8-10 ® I-28.50 I-27.50 IN 'i,." R=32.50 R-33.00 ,r. 32 SAN. MH SAN. MH - SAN. MH �� w � R=32.50 O _ _ ) = Hauppauge, NY 11788 SAN LP B-101ovF SAN. MH / R-32.00 100 1 BTM.R = R=33.00 ® w I 27.42 (o r SAN. MH 1 27.50 31 0 \L I=2aso I 28.50 104 LF I=26.98 w 7 LF j SAN LP B-9 1ovF f 103_LF--�- - 32 R=33.00 I=27.50 S 33 - - -S- - - -S - - - -S - - - / W W I=26.60 (0 T ��- o Z a SAN. MH R-32.25 100 S- 34 I / 30 k_ 35 LF - ♦� 631.787.3400 � � � � S � `� SAN. MH R=3160 I=2660 I-28.20 ..... "� I I ..... ..... .. , I I ..... ..... ..... ..... I I , I=28.00 SAN. MH R-26.00 31 S TM. RING O, "O R=33.50 SAN. MH I .,... P I ..... 100 LF � .... ..... � RD I .. "" SAN. INV I SAN. IN,V,.�... ... "SAN.".,INV ...... ....... ...... � NV �n rn I=28.63 IN w SAN. INV SAN. INV I=28.53 (0 T3 1 29.40 i u �� SAN. INV SAN. INV SAN. INV BLDG. - 31.14 BLDG. = 31.90 O \N`I ® �G SAN. INV C� SAN. INV BLDG. = 31.90 BLDG. = 1.20 '37i 32 "" SAN. IN _ BLDG. - 32.70 BLDG. = 30.95 I BLDG. = 30.60 BLDG. = 30.60" I BLDG. = 31.14 23. .. I" 0 fn LF SPN 1 _ BLDG. = 30.95 Bl / � � SAN. INV Cs� BLDG. - 32.70 25 � 24......,,.... 22 21 a....... . .. ...20.,, .,.,...... G O SLS 0\�G• ,' . BLDG. = 31.60 SAN. INV',C�D 1 SAN. INV � BLDG:""= 32.40 0,, I 28 27 �: I 26 � B1 $.............. """"" B1 -� I BLDG. = 31.60• BLDG. - 32.40 30 L9 g B1 I B1 v / o 36 31 Z Z / ✓ / \ F \N J �2 40 31 35 SAN. INV C� B o PN' C BLDG. = 31.20 SAN. INS! @ I 32 B1 z "I m I, t,u w ... S G• g2 e 61 0 B B1 w w Z � I I , BLDG. $ Z z 3 � m 34 w I � I 33 EN 1 I I rk 6 EN I EN, \ B2 EN EN SYSTEM 1 r1 "� SAN LP B-11 1 � / R=32.00 0 J ^�`b RD R s r ® a / ♦ ( '` � � I-27.50 / BTM.RI = ♦ P`�'�,�, "s V Oji E c c �j. �4 Water/Drainage Crossing Table H.A•.B-11 ' wv roc v wv 3 R-34.80 ® �3 " ." Crossing Drainage Water Separation I=27.84 (I J ^> !s WV I=27.76 OUT Top Bottom Top Bottom i w -- .-••,, ,,,,, 1 29.64 25.31 23.57 22.82 1.74 34 R Gfi S `l n � u> '� 2 29.11 27.61 25.87 25.12 1.74 5 co _ 33 �: P^+;:: H.A. D 7 2A 29.75 29.35 27.85 27.10 1.50 •. ,,, ,. ,,..q,.. cs, ... ^'1 1W � R=32.00 �,,,. p N3 Z, a •, 32 ®� 3,..,;� I=28.20 (IN 11 , 2B 30.20 29.80 28.30 27.55 1.50 .ao > � ;� I=28.±2 (0ur3 SAN. MH ,� u �':: MIN. �, 3 29.35 27.85 26.11 25.36 1.74 ,n m II SAN. MH � ,,� R-33.003► •�� 30 - R=34.50 TYP.) �;,, I=26.00 ® p o I-30.50 (our) - Co 4 27.79 26.29 24.55 23.80 1.74 29 '' S 26.82 25.32 0 0 23.58 22.83 1.74 s All ® g rn - N i SY TB [ -5 1 _ W o 6 25.41 23.91 22.17 21.42 1.74 N3 1" ,,,;,,,,, C� � z w r R=32soP D-9 X100 11 < 7 27.92 26.42 24.68 23.93 1.74 r6'„>,,, m z.11 SY TEMD-8 ,'�: I=28.00 (IN) j 9 18 26.54 25.04 23.30 22.55 1.74 ,.,� z o 1"W z SAN LP D-8 7 vF � .,_...BTM. ING = 21.00 rn m Q`0 R=3360 toy 19 26.93 25.43 23.69 22.94 1.74 I=29.75 IN SAN. MH m. R=32.25 .. , 'a� _ ! 20 26.97 25.47 23.73 22.98 1.74 o B RINGS 22.75 .3 .. _ i 1 I-28.50 W W °' DRA L �Q r ±89,900 CF - 5, .,,,,„ r 21 27.12 25.62 23.88 23.13 1.74 V � m R=34.705 $ .. �,,� ,,, v l�D... � � II � CAPACITY � _, BOT. EL. 29.00 _ 22 28 07 26 57 24 83 24 08 1 74 0 w » ® HWL EL. 31.00 � � I=30.12 " . 0 1 W 23 28.36 26.86 25.12 24.37 1.74 CP �., m ." 24 28.79 27.29 25.55 24.80 1.74 �� 25 28.17 26.67 24.93 24.18 1.74 •R � SAN. M ��� f � v o SAN. MH I 2 i7 R=33. o 26 29.31 27.81 26.07 25.32 1.74 SAN. MH I=28.30 (IN I=28.20 oUr3 v R=34.50 ,I ���� 6,a ,�eyi 27 28.27 26.77 25.03 24.28 1.74 SY EM D- De 27A 28.23 26.98 25.48 25.39 1.50 ,� � I-31.00 � HA D Q s - �• w / SAN. MH z m ® J� �h N R=34.0 7 Q F � � � �� 27B 27.49 26.24 24.74 24.66 1.50 tt 5 I=2860 I z o ' �° M� o I=30.62 (o�r3 is / 27C 28.03 26.78 25.28 25.17 1.50 R=32.90 m O r 4� F �� I 30.70 IN �.. � � RA31.90 H H_A. B-12 c' Or \\ �QO \ RA33.50 D-7 i=28.30 (o�iT� / R-33.20 � c D - IN �� 35 � - / _ (o r \ ,SANSLPMB8121ovF i-2i.5i R=33.20 100 I=27.10 IN �� Uj C9 ® � 100' AND 150 BTM.RINGS= 17.10 ( "� hEN N ® ..... PRIVATE WELL �� � " RD�� 1" 10 Op �O SETBACKS (TYP) �''. ' �` J 5y. R=33.00 r 0 -1 / I=2666 w CLUBHOUSE SYS EM 1 3 SAN. INV @ - BLDG. = 30.45 H.A. B-15 R=33.00 LP GG13VF ( ) I=27.70 (I ...,..,.o.. .. . O R=31.75 10.0 �� z I=27.62 (OUT 3 SAN. MH w R=34.50 I=28.80 (IN) o X21` GS= 15.80 - EN EN w 33 B M. m RD ck 5 O o ,• SYSTEM C - o r1 � Z P �O H.A. W W: .. �` : SYSTEM B-- 2A R=26.00 CSI M � N3 .�O I-28.92 DUT) LP B-12 »W to / _ - ( 3RD- SAN ..� � .:.. SAN LP B-15tovF 31 R=32.00 R-33.15 10*0-1 VF 7 11 1 m m ® H.A. B 14 ^� .... I=27.20 IN EN Z I z 32�� - ',.. ... '.: „ :" R=31.50 100 t9 w 5� ��� \N� n I=28.60 (IN �;" '.. � �I I I I :, I=27.42 (IN) I=28.30 OUT SCDHS Approval 49 G - ;'' BTM.RINGS= 17.20 �o I i-28.62 (ouT� � t BTM.RINGS= 1 .42 u'm TI@ B %I@ \NH pSTEM B- M " � :� � � i "d � : SAN. MH SAN LP B-1410 �: ,V .,w.W ..SP i `� �' . �� " �'.RD. AN � SAN. INV C� � R=32.95 31 I _"31.18 SAN. INV CSD = 31.02 SAN. _ 1.02 6 E SAN. MH I=28.62 (IN) I=28.95 w S37'13'30"E (DEED) 33 I " BLDG. - 31.18 BLDG. 3 _ ., � I R-33 10 BTM RINGS .. :�° i I=28.80 IN I S SAI S37'04'30"E ACTUAL _ O I co W SAN. MH I=28.70 1_ (ACTUAL) H.A. B 12A 221.47 I SAN. H R=33.00 32 I = I ,,.,,, ..�.. 1 = ( ) I 2850 - 29 s0 ..r � ' ..,.., � �. `�� \ U TIT � S" MH 1 0 LF ,..,.. R=32.50 ooi .. A - ,,,,,��� �` ,,,,,,,<.,,,,,• ® . � - = 5 LF --- YST - 32 %,, H.A. B 131;. " �,., Y �,i.., -�i; I 29.00 .� ,,,,,, ,,,, ,,,,,, ,e,.n _32.85 SAN LP C3A 10VF SYSTEM B-1 ,, ,.. _ R= 32 I=27.20 IN + �,.•� - � .... .. �..�.., SAN.LP A 3A1ovF A H.A. C-3A R=32.00 to'N SAN LP B-1310VF _ . .,+ - w,.,."r" - R=32.00 10"0 R-30.75 10"0 SYSTEM A-5 ��:� ,.•, � � I-28.26 w (IN) I=28.60 IN _ = �,t,,,.rF _ R=30.75 100 wr SAN LP A-520 vF +�," ��^: �.��.,.�,.. ..,� ,.. R�32.o0 ( BTM.RINGS= 18.25 I-27.00 w � I-27.12 o T �� �..,, .. :. ,. BTMs.2o _ . _ ..., + I 28.52 OUT .,.. ... 3 .. _ _ . .. R 32.00 t o� . I=27.95 (IN) 32' 3 SYSTEM C-3 M Y�7 A-4 ® BTM.RINGS= 31 < < SAN LPC 310..E � - i.., ,..�'�,. ..¢ ��,..��r r �..m�, � ..��..r r r,�_i �,.." � -+, ��..�� r � V..'�r.,„��.. � �..�� .+ i.-� ��� r.�, r� r �,� � �� 420 VF 30 E ��� ® ..�,�, R=33.70 32 H.A. A-4.2 RA33so A �� H.A. A-3A I-2660 I-28.50 INPROPOSED A I METER PANEL R=30.75 r,? I-30.64 pN -( ). LOCATION TYP 3 3 / 2 H.A. A-5.1 31 B 3 R-35.00 B = I=26.50 (IN H.A. A-5.2 (TYP) I-26.42 OUT `.....SAN. MH R=32.15 \� \ F R-34.00 , � H.A. C-3 E SAN. MH I=30.58 out �� �� � - ( � ,) H.A. A-3 \ R=32.80 I=28.20 (IN / I=29.75 IN R-34.50 R=35.00 33 SAN. MH "���� R=30.75 N �U _ i I=28.80 L / I-29.67 (0 T SAN. MH I=30.14 (IN -- i� j� I-31.00 - - �\ - R=33.50 R-30.90 37 L I=26.60 fIN) Z o 2 LF R-34.00 I-30.08 out 37 LF X41 LF 30 E SAN. MH I-2660 ♦�-S- I=26.42 (o T - S- - 40.LF 0 - co I-28.12 o T I-30.00 SAN. MH 28 LF _ 50 LF _" �_ SAN. MH `� 000 I 35 _ _ O � CO I 34 �tx R=34.50 W - �� E R 30.90 V � H.A. A 41 I 29.30 RD R=33.20 I=26.90 \ �♦ I 35 I=30.50 ,�� I I=28.80 IN 3 I co `r B = 30.94 SAN. INV C� co - SAN. INV C� I=28.72 (0 T c o Un \ 102 -RD z BLDG. `= 30.94 co I BLDG. = 33.53 SAN. C� � R D ,� SAN. INV C� - c q SAN. INV �, BLDG. = 33.53 SAN. INV` I • SAN. (NV C9) BLDG.,,­...29:35 Rp• SAN. INV o' � 101....... RD _ ..SAN. INV C� 96 I . BLDG. - 33.20 SAN: iNV C� I SAN. INV @ BLDG. = 33.20 I S BLDG. = 32.39 BLDG. 29.35 BLDG: 29.75 SAN. INV C� A 95 BLDG. = 32.39 I I 91 90 BLDG. = 29.75 A 100 BLDG. = 33.20 I BLDG. = 33.20 97 92 I I i A , o A gg 98 I i -� g3 I o w o _ 0 94 I' I A I A � I R rr of rr '" "� o 89 A o' w 1� A t •RD �i o RDS � I I I 31 I p. Of o 3 f 3 I Harvest Pointe at ,^ � �O 32 1 l vs I � I I 3 ^� 0 4 I � -RD•--- - �- -- ® I,3 I 7 • ® - R - 5 ARD-- 31 Cutcho ue - _ g - -_ - 3 3 T 433- ^� ® �, 7 Cutcho ue New York g a E L, Town of Southold G E w 10W � �S W� E Z � E s f DEW 1 0"W - �' U E 3 G No. Revision Date Appvd. WV E 12 TOWN REVISIONS 6/14/17 AVL INSTALL THRUST _� 3 30 BLOCKS ON ALL 33 34-1--3 " --35 9 - 34 34 HYD 33 31 BENDS GREATER �:. _ - - - --- - .�- - - - -RD 11 SCDH REVISIONS 4/22/17 AVL 334 ,,"",. RD 3 34�� -� N Oma 3 w THAN 22 IN _ ,.': Rp 3 - ^� --- WATER MAIN IRD I� 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL (TYP) RD p """" p "�'- D- 9 TOWN REVISIONS 3/27/17 AVL CD CD o 104 105 I- p 110 I 111 7 7 I 116 8 SCDH REVISIONS 3/9/17 AVL n I n 32 ": 103 A � 0 106 107 rr 109 112" 115 C I 7 SCDH REVISIONS 2/8/17 AVL A Of A A I - 108 I A I SAN. INV � I SAN. INV � � A - 113. 114 A I SAN. INV ® I ,,,,SAN. INV ® I . , SAN. INV CSD-'" � I A N �o A SAN. INV @ N � 'SAN. INV � BLDG. = 31.98 ;; ' r BLDG.,=t 33.85 ,� SAN. INV C� SAN. INV C� I SAN. INV ® BLDG. = 32.88 BLDG. = 30.75,-" SAN. INV C� I BLDG. = 30 'QD J = 31 98 I + BLDG. = 33.85 B = 2:85 SAN. INV @ �. B = 32.88 \ I BLDG. = 75 SAN. INV ® BLDG. = 30.30 I BLDG: = 28.90 0 � c RD o BLDG. = 32.85 / + c o. SAN. INV C� c I - ' ."" _ Issued for Date CN / z ® c R - RD ° / D 34 I c RD , BLDG. - 28.90 32. 33 - 00, Ln �- 35 c 47 LF -S o 3 •S 34 SAN. MH 34 I _ - - - RAN..00 H 35 LF R=32.00 N ® 2 30 LF SAN. MH �- R=35.00 4 LF _S - I=28.00 31 _ H.A. C-5 •1-S- ®c _ = 40 L - � H.A. C-6 �- - SAN. MH SAN. MH R=32.50 R=34.15 I=31.00 H.A. A-6.1 I=30.00 R=31.25 R 30.00 R 30.90 C W �\• I:28.50 I=30.65 IN 33 SAN. MH R=34.00 / 37 LF SYSTEM C-6 I=27.65 30 �O I=26.00 / I=26.90 _ i I=29.50 (IN 0 / \ "',, :. -30.57 (OUT) ® R=33.50 H_A. A-6.2 �( I=29.42 (OUTS SAN LP 10 VF I=27.57 (OUT ® ® �i SCTM. 1000-102-01-33.3 ( � 1 ® ® I=30.00 R=33.75 R=30.50 100 ® ® ��N ( ) � SYSTEM -5 ( ) I=29.50 pN SYSTEM A-6 w I=27.00 (IN � ® 26 28 2g ® `� SAN LP C-510, vF �� 33 I=26.42 our SAN LP A-620 VF TM.RINGS- 17.00 30 R=33.501 10'0 EXPANSION POOL R=33.50 0'0 31 • • • I=30.00 {1N) (TYPICAL) I=29.00 (I _34 3 32 TM.RINGS= 20.00 = 33 E SAN LP C-41 E MP E _ MP R=32.00 MP H.A. C- I=27.90 IN SAN LP 1 ` R=30.90 n BTM.RINGS=17.90 R=30.00 10'0 I=25.25 IN / I=26.45 �: H.A. C-4 LLJ P�oPosED - BTM.RINGS= 15.25 \ I=26.37 C R=32.15 Wy METER BOX _J I=28.15 IN AND RPZ H.A. C-7 I=28.07 o�T R=2660 100' PRIVATE WELL SETBACK ��- _ ; I 25.55 (IN I 25.47 (OUTS /iii Drawing Number . = N36°54'20"'�V CN Cm4* 3 a EXTEND EXISTING WATER MAIN ON BRIDLE AND CONNECT TO SITE C (COORDINATE WITH SCWA) 40 0 40 80 0✓ Sheet of 12 29 SCALE IN FEET a Q) Project Number 29305.00 6 SCDHS Reference # C10-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\ccid\ld\Planset\29305.00-UT-SCDHS.dwg E 1901.44' (DEED) 0 1904.80' (ACTUA ............ > (J) 0 .......... -5 SYSTEM B E-5 10VF SAN L SAN LP B-610 vF 9.06 10*0 R=32.00 10*0 SYSTEM B-19 !1 25.75 H.A. B-4 -4 1 SAN LP B 00' I=27.20 (1N) 19 1 ow R=31.60 BGS= 17 1 U __FSAN LP B ............... BIM.RING�)*= 1b. SAN. MH I=26.90 R=30.25 1 .................... , 00 H.A. B-6 IR=31.00 100 .................. R: I=26.82 0 I=26.50 R=32.50 11 25.50 (IN) I=27.40 1 IN I=28.00 RTM.RINGS= I=27.32 T 0 liol 30 P SAN. MH 29 SAN. MH 0 R=31.00 . . . H.A. B-19 H.A. B-5 R=31.30 ",'SAN. MH I=27.00 R=32.75 1 27.00 R 31.50 `114 �N 1 27.00 I=25.80 IN =26.00 I=25.72 =25. (OIT =25.92 (0 32 104 L H.A. B-3 H-A F .......... 33- R=31i.5O C) rn -S L04 I-iiiiiiii� VIA I=2 I u Engineering, Surveying & 25.82 (A� SYSTEM B-3 SANSAN. INV 0 1 1 INV' ri 1.10.,, I Landscape Architecture, PC AN. INV BLD* 50.80 "N. "1(9 8L SAN. INV 0 BLDG. DI = 31. )G.11 sqN SAN LP B-310 VF 31.00 10*0 S INV 3000 0 DLUV� 14 ...... . eC0 NV 25.50 IN 100 Motor Parkway I BLDG. 1.20 13 2 19 B1 MKINUt Suite 135 SAN.,)N,V"'9 /V. B1 60SAN. INV B! A 71�P` BLDG..x'"30.10 RIL M If .. ...... Hauppauge, NY 11788 J al % 17 0 631.787.3400 J. B EN EN I B,1/ EN k w. 10 RD D EN Ov .......... Z JO 10 SAN. MH S37*04'40"E 77t ........... ................................... ........... 32 00 ............... )Ncn ....................... ................. ................ (Dca ry .............-,""I'll"............... ....................'Ile"........... ............ ........... .............. > 1 0 �7�Trl LYO B- ............................. M 30 O SAN LP B-210 uF (NATURAL DEPRESSION) , I ::g > ±86,525 CF - ------------- CAPACITY ........................ 27 BOT. EL. 23.00 ............. IV3 H.A. C-14rn Ln 3.00 N cli . ...... 'VO IN 10 00 CD ............- "0 ......... .4 ........... 8:62 Ln .......... IV -Az .................. ............... ............... ........... ...................... SAN. MH R 31.50 .... ............... ................... ....... ............. _DRA S ow 1111,600 CF CAPACITY D-1 BOT. EL. 27.00 HWL EL. 30.00 SAN LID D-11 7VF .......... R=31.2- H.A. D-9 IN ® > '5.00 52 1 26.75 8.75 (IN) =28.67 (OUT) EXTEND EXISTING WATER MAIN ON SCHOOL HOUSE LANE AND CONNECT ..................... TO SITE (COORDINATE WITH SCWA) 32 AN. MH S37 A 'VIP, K. 95. IR=34.0 ro_ 29.00 Z I N, RIFFIN ♦ 28____� 1 SA I IM.I\Y1. R= 10 G ,� � ^ IR 0 SY 777777, ............... ...................... ...... V 1 26.25 (1 IN D 30 VF 6' N (TYP) 32 4i� H.A. D-10 411, SA MH ID 28 -33 R=30.90 R=31.50 I-28.60 I-28.52 (OUT)F_7� -10 IV \11,1111 1 6.9 I=26.60 P =zi (0 T� 01I SAN. MH ul ADM; __17 Ile po 00 -2 28 29 30- 71e 104 -31- FOR WORK WITHIN THE RIGHTS OF WAY @ SAN. MH 1 =30.00 SEE OFF SITE IMPROVEMENT PLAN FOR TM.RINGS= 1 Op DETAILS (SEE SHEET C-10). 2 N3 H.A. C-2 1 @ tip 3 R=35.50 I=27.60 (1 NJ 30 Z I=27.52 01 rn W 66 A 6 @ �-18 IV (�K) //V V SAN. MH loo 25: (IN R=33.00 7 IIVV 90 1:25 2 T /V 37 M 90 S AN• INV 0 I=29.50 M 31�9 C LP B-18 uF 33 SAN. MH SAN. IN 1 25.5) IN 31 R=32.00 BLDG .05 B RIN S= H.A. A-1.1 1 28.30 R=33.00 R=33.00 1'1 21,1.90 IN 1 28.40 H.A. -16 I IT .......... 8 -H SYS R 3�.00 R=31.30 ................ SAN LP A-1 20VF ,31 27.50 (IN) 2760 IN R=32.00 10'0 I=27.42 27.42 (OUT) SAN. MH 7.52 T SYSTEM 16 =33.00 SAN LP B-17 3 d 31 =29.00 R=31.50 0'0 SAN LP B-15 10VF RAN 27.30 1 N I=27.00 (IN) H.A. A-1.2 32 BTM.RING�5= I R=32 50 400.00' N37*1 3'30"W 28.08 3 B 33 ............... 7 SYSTE A- MP SAN LID A-2 20VF 100, R=34.00 10*0 I=28.50 IN 31 bN SAN. MH R=32.20 1b, H.A. A-2.2 .1 R=33.50 SAN. MH 1-2850 I:=28.90 I=30.45 1 N R=35.00 4k Water/Drainage Crossing Table SAN. MH I=30.37 (0 T I=31.00 o R=29:50 50 LF Crossing Drainage Water Separation I= 60 LF CL I 11\S *7 S Top Bottom Top Bottom 9P. 10/ 34 8 29.49 27.99 26.25 25.50 1.74 V @ 7 C BLDG. 33.80 SAN. IN 33 9 29.10 27.60 25.86 25.11 1.74 SAN. INV @ 33.80 0 10 29.59 28.09 26.35 25.60 1.74 86 ............. SAN. INV @ BLDG. 32.30 3"0" A n85 11 29.09 27.59 25.85 25.10 1.74 .75 BLDG. = 32.30 ... 2. A < 12 28.06 26.56 24.82 24.07 1.74 87 A 88 A SAN. MH ....... -1b 13 27.17 25.67 1 23.93 23.18 1.74 A 14 27.07 25.57 23.83 23.08 1.74 1po 15 26.87 25.37 23.63 22.88 1.74 __3 of H.A. C-10 R=33.00 Di 16 26.25 24.75 23.01 22.26 1.74 RD IRD_ 1=28.60 34 I=28.52 (01 17 26.05 24.55 22.81 22.06 1.74 ID 1 28 25.95 24.45 22.71 21.96 1.74 F ... 10i loom SAN LID 10 VF T_ `4 E- 4 1=28.20 (IN) 29 1822 16.72 14.98 14.23 1.74 Harvest Pointe at A I BTM.RIN 32 .......... tchogue ............. -RD SAN. MH R=33.00 D 14 I=29.00 HYD Cutchogue, New York Town of Southold 116 of 118 ............... A A No. Revision Date Appvd. 120 R=32.90 DRA D A 119 0 28.60 ±34,000 CF 12 TOWN REVISIONS 6/14/17 AVL SAN. INV 9) SAN. INV @ 0 n A 0A) 11 28.52 (00 CAPACITY BLDG. SAN., INV @ BLDG. 00 BOT. EL. 29 00 1 (T), " I'll , M 0 11 SCDH REVISIONS 4/22/17 AVL .0 BLDG. 33,00 HV& EL. 31.* U) SAN INV 0 00 C 'SAN. INV''@. BLDG. .60 SYSTEM C ............. SYST M111'C--- 34 33.60 SAN LP 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL I R=33.00 0 9 TOWN REVISIONS 3/27/17 AVL U) SAN LP 10 V (IN) "R=31.00O 1 28.20 0 I=26.25 - 35 SAN. MH B 8 SCDH REVISIONS 3/9/17 AVL SAN. MH 0 LF 2 LF R=34.50 in 40 LF I A2 LF I=30.00 SCDHS Approvw R=33.00 H.A. A-7.2 44 LF H.A. A-7.1 .......... Notes 7 SCDH REVISIONS 2/8/17 AVL R=33.20 LO 1 I-23.00 3 R=35.00 I=284 (�l N 50 lr�i ' 0 T�l I=28. ...... CN EXPANSION PO L 1 28.32 1 28.42 (00 1 ELECTRICAL AND GAS SERVICE AND TRANSFORMER LOCATIONS ARE TYPICAL) iz FROM PSEI RED LINE DRAWING. IT IS NOTED THAT THESE LINES ARE BEING INSTALLED BY THE UTILITY COMPANY AND MAY VARY BASED ON Issued for Date 33 THERE PREFERENCE OR FIELD CONDITIONS. CN E July 10, 2015 H.A. C-8 MP CT 2. ELECTRICAL LINES A R=30.0 SAN LP A-720 I=26.45 4 AND METER/PANNELS FOR A/I SYSTEMS ARE SHOWN 37 (IN R=33.90 10*0 AS A SCHEMATIC AND MAY VARY BASED ON FIELD CONDITIONS. C 1=26. A I=27.95 (IN) SCTM: 1000-102-01-33.3 Drawing Title 150' PRIVATE, WELL SETBACK 100' PRIVATE WELL SETBACK _0 SETBACK U) Sanitary Plan .. . .......... . .......... . .......... . .......... . .......... . .......... . .......... _0 ......... .......... .......... .......... , / o ..... .. ........ 7 .................... ............ 2009.51' (DEED) in 22' "(ACTUAL) Cn I_J I in Drawing Number PRIVATE WELL 40 0 40 80 CN ===IIII Cm4*4 S6ALE IN FEET C .................. Sheet of ...... ........ 150' PRIVATE WELL SETBACK........................ 13 29 0)�OF 0 C 0 > ............. Project Number > ............... ..................... 0 Cn 29305.00 SCDHS Reference # CI0-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-UT-SCDHS.dwg E O V Sanitary Calculation Summary House Connection Chart House Connection Chart House Connection Chart s House Number Inv. @ Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @ Main House Number Inv. @ Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @ Main House Number Inv. @ Bldg. CO Rim EI. CO Inv. EI. Length Slope Inv. @ Main > Population Density Equivalent Estimate HC 1 33.45 35.45 33.39 24.00 16.96% 29.32 HC 21 31.90 33.90 31.84 22.00 12.91% 29.00 HC 62 31.25 33.25 31.19 26.00 7.27% 29.30 PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV HC 2 33.45 35.45 33.39 20.50 10.10% 31.32 HC 22 31.90 33.90 31.84 18.50 15.35% 29.00 HC 63 31.90 33.90 31.84 23.00 10.35% 29.46 00, 0 ALLOWABLE DENSITY = 600 GPD / 40,000 SF HC 3 32.57 34.57 32.51 29.00 11.00% 29.32 HC 23 31.14 33.14 31.08 21.00 13.71% 28.20 HC 64 31.90 33.90 31.84 21.00 16.19% 28.44 SITE AREA/ GROSS LAND AREA: 2,003,582 SF HC 24 31.14 33.14 31.08 23.50 12.89% 28.05 0 HC 4 32.57 34.57 32.51 20.00 15.20% 29.47 HC 65 31.90 33.90 31.84 22.50 14.67/0 28.54 oc 109 00 8233% 27 00 11 54 24 60 30 60 32. . . . . POPULATION DENSITY EQUIVALENT = 600 GPD/40,000 SF x (.75 * 2,003,582) SF = 22,540.30 GPD HC 5 31.40 33.40 31.34 31.50 6.41% 29.32 HC 25 30. HC 66 31.90 33.90 31.84 27.50 12.51% 28.40 14 10 (ALLOWABLE) 97 HC 26 30.60 32.60 30.54 21.50 11.95% 27. HC 6 31.40 33.40 31.34 28.00 6.68% 29.47 HC 89 29.75 31.75 29.69 23.00 11.57% 27.03 Overall Desi Sewage Density/ Flow HC 7 30.40 32.40 30.34 24.50 15.76% 26.48 HC 27 30.95 32.95 30.89 18.00 12.61% 28.62 0 HC 28 30.95 32.95 30.89 20.00 12.10% 28.47 HC 90 29.75 31.75 29.69 18.00 15.94/0 26.82 PROPOSED STRUCTURE USE: PRC UNIT BETWEEN 600-1600 SF GFA = 150 GPD/UNIT HC 8 30.40 32.40 30.34 30.00 12.40% 26.62 HC 29 32.70 34.70 32.64 30.60 14.93% 28.07 HC 91 29.35 31.35 29.29 17.00 12.76% 27.12 PRC UNIT BETWEEN 1600-2000 SF GFA = 225 GPD/UNIT HC 9 30.40 32.40 30.34 36.00 10.47% 26.57 0 0 HC 30 32.70 34.70 32.64 34.00 13.06/0 28.20 HC 92 29.35 31.35 29.29 22.00 8.91/0 27.33 DESIGN DENSITY: 52 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 11,700 GPD HC 10 30.40 32.40 30.34 26.50 10.83% 27.47 HC 31 32.40 34.40 32.34 34.00 9.85% 28.99 HC 93 32.39 34.39 32.33 21.00 12.33% 29.74 72 1,600 SF CONDO UNITS @ 150 GPD UNIT = 10,800 GPD HC 11 31.10 33.10 31.04 36.00 7.56% 28.32 HC 32 32.40 34.40 32.34 21.00 22.86% 27.54 ° Station Q Engineering, Surve In & ( ) / HC 94 32.39 34.39 32.33 26.00 10.77/0 29.53 -� Surveying TOTAL PROPOSED DENSITY: 22,500 GPD HC 12 31.10 33.10 31.04 38.00 6.76% 28.47 HC 33 31.20 33.20 31.14 29.00 9.72% 28.32 HC 95 33.53 35.53 33.47 12.50 17.68% 31.26 w., Landscape Architecture, PC 22,500.00 GPD < 22,540.30 GPD (ALLOWABLE) o.k. HC 13 30.80 32.80 30.74 29.00 14.55% 26.52 HC 34 31.20 33.20 31.14 30.50 8.75% 40 N z J _ 28.47 HC 96 33.53 35.53 33.47 10.00 20.10% 0 ~ ~ z o 100 Motor Parkway HC 14 30.80 32.80 30.74 26.00 15.27% ° 29 39 31.46 J o o z o o "' v o zo o a ,��N 26.77 HC 35 31.60 33.60 31.54 30.50 7.05/0 0 rn rn COMMUNITY CENTER DENSITY: HC 97 33.20 35.20 33.14 14.00 17.57% 30.68 0 a, o z o . � z � U HC 15 30.00 32.00 29.94 29.00 8.52/° 27.47 HC 36 31.60 33.60 31.54 28.70 7.94% 29.26 o Z w.......................z z vo ......,..,...............,...............,...............,...........z"� N o 0 0 _.,...........,..............z ....,_..,.........z.,�....,,.,, II II Suite 135 o N U Z �'`� U w SHOWERS: 73 OCCUPANTS X 5 GPD = 365 GPD o HC 98 33.20 35.20 33.14 20.00 11.40/0 30.86 Q II II Ln II z z HC 16 30.00 32.00 29.94 26.50 9.51% HC 37 32.40 34.40 32.34 25.00 15.88/0 28.37 � z z o 0 o N = II II q u7 00 00 z o a �> BAR ROOM: 73 OCCUPANTS X 2.5 GPD = 185 GPD 27.42 0 � z o � n a ,� N N o 0 TOTAL = 550 GPD HC 38 32.40 34.40 32.34 22.00 11.27% HC 99 33.20 35.20 33.14 26.00 10.27/0 oN � N oo °o aM > CD N " "' Z Hauppauge, NY 11788 HC 17 30.10 32.10 30.04 44.50 7.69% 26.62 28.86 30'47 zQ z U w a ,'� N N J z m o II II II w II Wi HC 39 32.30 34.30 32.24 26.00 14.00% 28.60 HC 100 33.20 35.20 33.14 21.00 13.52% 30.30 N ...........�...I. .................. . II ..................0 II II II ...................................................................... z Z ....,_............o... .....,..... 631.787.3400 HC 18 30.10 32.10 30.04 41.70 8.56/° 26.47 z> o > o = o - - o z = z ° 0 oz = z �_ > > _ HC 40 32.30 34.30 32.24 22.50 16.93/0 28.43 _ f1 11 HC 19 31.20 33.20 31.14 19.00 24.68/° 27.97 HC 101 30.94 32.94 30.88 14.00 12.71/0 29.10 _ _ Sanitary System A ° HC 41 31.90 33.90 31.84 25.50 9.29% 29.47 HC 102 30.94 32.94 30.88 10.00 15.90% 29.29 Z Z P OPo Eo . GRADE HC 20 31.20 33.20 31.14 22.00 20.41% 28.17 HC 42 31.90 33.90 31.84 23.00 10.74% 29.37 0 ..... HC 65 31.90 33.90 31.84 27.50 12.00°x0 28.54 ° HC 103 31.98 33.98 31.92 15.50 20.84/0 28.69 (4)- 2,000 SF UNITS HC 43 31.98 33.98 31.92 26.50 14.34/0 28.12 EXISTING GRADE- - - - - - - - - - - - HC 66 31.90 33.90 31.84 15.00 22.93% 28.40 ° HC 104 31.98 33.98 31.92 20.50 14.83% 28.88 - - - - - - DESIGN DENSITY: 4 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 900 GPD HC 44 31.98 33.98 31.92 26.00 9.69/0 29.40 - HC 67 31.05 33.05 30.99 24.00 5.92% 29.57 HC 45 32.50 34.50 32.44 26.00 15.27% 28.47 HC 105 33.85 35.85 33.79 17.00 15.00% 31.24 Hydro Action Units HC 68 31.05 33.05 30.99 24.00 6.54% 29.42 HC 46 32.50 34.50 32.44 23.50 25.83% 26.37 HC 106 33.85 35.85 33.79 12.00 19.42% 31.46 HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 69 30.09 32.09 30.03 33.00 4.88% 28.42 HC 47 31.18 33.18 31.12 28.60 6.29% 29.32 HC 107 32.85 34.85 32.79 19.00 12.37% 30.44 3 2 �F USE TWO (2) HYDRO ACTION UNITS. HC 70 30.09 32.09 30.03 33.50 10.63% 26.47 HC 48 31.18 33.18 31.12 25.50 6.67% 29.42 HC 108 32.85 34.85 32.79 14.00 18.36% 30.22 to 40 LF 18 PVC @ 2'8% ° o C 5 SEWER MAIN INE @ 2% 0 6 DR % MIN•) Sanitary Leaching Pool Design HC 71 30.09 32.09 30.03 21.00 13.62% 27.17 HC 49 31.02 33.02 30.96 23.00 8.74/0 28.95 HC 109 32.88 34.88 32.82 16.00 16.25/0 30.22 (2% MIN. 6' DR-18 PVC @ 1.1% 6 DR-18 PVC 1 8% HC 50 31.02 33.02 30.96 21.00 10.19% 28.82 0 (1% MIN.) (1% MIN.) REQUIRED: 900 GPD / 1.5 GPD/SF = 600 SF HC 72 30.09 32.09 30.03 30.00 9.10% 27.30 HC 110 32.88 34.88 32.82 21.00 11.38/0 30.43 HC 73 29.80 31.80 29.74 29.00 8.24% 27.35 HC 51 32.05 34.05 31.99 37.50 11.15% 27.81 HC 111 30.75 32.75 30.69 17.00 14.41% 28.24 N PROVIDED: (1) 10 FT DIAMETER x 20" EFFECTIVE DEPTH = 31.4 SF/FT x 20 VF = 628 SF HC 52 32.05 34.05 31.99 24.00 9.25% 29.77 Lu ..... . HC 74 29.80 31.80 29.74 32.00 7.97°r° 27.19 HC 112 30.75 32.75 30.69 12.00 18.67% 28.45 HC 53 33.05 35.05 32.99 19.00 11.53% 30.80 • ff it HC 75 30.33 32.33 30.27 26.00 9.77% 27.73 ° HC 113 28.90 30.90 28.84 15.00 17.67% 26.19 Sanitary System B HC 54 34.05 36.05 33.99 22.00 13.82/0 30.95 HC 76 30.33 32.33 30.27 29.00 7.90% 27.98 HC 114 28.90 30.90 28.84 10.00 24.40% 26.40 HC 55 33.61 35.61 33.55 19.00 12.05% 31.26 HC 77 32.05 34.05 31.99 14.00 18.36% 29.42 HC 56 33.61 35.61 33.55 30.00 7.03% 31.44 HC 115 30.30 32.30 30.24 22.00 14.32% 27.09 (3)- 1,600 SF UNITS DESIGN DENSITY: 3 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 450 GPD HC 78 32.05 34.05 31.99 19.00 14.68% 29.20 HC 57 33.96 35.96 33.90 29.00 10.69% 30.80 HC 116 30.30 32.30 30.24 26.80 10.97% 27.30 HC 79 34.40 36.40 34.34 20.50 28.88% 28.42 HC 58 33.96 35.96 33.90 24.60 11.95% 30.96 CLUBHOUSE 30.45 32.45 30.39 21.00 8.90% 28.52 HC 80 34.40 36.40 34.34 16.00 38.38% 28.20 HC 59 31.00 33.00 30.94 21.50 10.23% 28.74 Hydro Action Units HC 81 32.10 34.10 32.04 23.50 9.02% 29.92 HC 60 31.00 33.00 30.94 25.50 8.12% 28.87 20 HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. BOTTOM ELEV. = 7.95 USE ONE (1) HYDRO ACTION UNITS. HC 82 32.10 34.10 32.04 19.00 12.21% 29.72 HC 61 31.25 33.25 31.19 19.00 9.11% 29.46 HC 83 31.90 33.90 31.84 20.00 15.55% 28.73 ., Sanitary Leaching Pool Design HC 84 31.90 33.90 31.84 25.00 11.52% 28.96 REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF HC 85 33.80 35.80 33.74 23.00 9.78% 31.49 PROVIDED: (1) 10 FT DIAMETER x 10" EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF HC 86 33.80 35.80 33.74 18.00 13.67% 31.28 *Q HC 87 32.30 34.30 32.24 22.00 11.41% 29.73 15 Sanitary System licit C f t HC 88 32.30 34.30 32.24 26.70 8.65% 29.93 J HC 117 33.00 35.00 32.94 18.00 19.83% 29.37 (2)- 2,000 SF UNITS HC 118 33.00 35.00 32.94 25.00 15.16% 29.15 0+00 1+00 2+00 DESIGN DENSITY: 2 (2,000 SF CONDO UNITS) @ 225 GPD/UNIT = 450 GPD HC 119 33.60 35.60 33.54 13.00 32.77% 29.28 Station HC 120 33.60 35.60 33.54 15.00 20.47% 30.47 Typical A Unit System (Ex. Units 117 - 120) Hydro Action Units HC 121 31.90 33.90 31.84 19.00 13.74% 29.23 SCALE Horizontal:1"=20' Vertical:1""=5" HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. HC 122 31.90 33.90 31.84 13.00 18.38% 29.45 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS USE ONE (1) HYDRO ACTION UNITS. HC 123 32.25 34.25 32.19 19.00 15.63% 29.22 Sanitary Leaching Pool Design HC 124 32.25 34.25 32.19 24.00 11.54% 29.42 REQUIRED: 450 GPD / 1.5 GPD/SF = 300 SF PROVIDED: (1) 10 FT DIAMETER x 10" EFFECTIVE DEPTH = 31.4 SF/FT x 10 VF = 314 SF Sanitary System ffDff (2)- 1,600 SF UNITS DESIGN DENSITY: 2 (1,600 SF CONDO UNITS) @ 150 GPD/UNIT = 300 GPD Hydro Action Units Station HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. 40 zo zo cv USE ONE (1) HYDRO ACTION UNITS. woo 7'•�� 0 O Z Z � Z J . `J g g Z.r)N ...�o_c............. .,�..............Z... G.� 0 o LO �O O� Sanitary Leaching Poo Design = U o o N REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF � II II w II " N C) o r- C° °N° Cn w CJ r j oa o0 PROVIDED: (1) 10 FT DIAMETER x 7" EFFECTIVE DEPTH = 31.4 SF/FT x 7 VF = 219 SF za �z zo 'z ao N N = II II II _ -......O..z..............� p II II ...,,_..'Q > > > J Z❑] Community Center Sanitary System Water Service/ Roof Drainage Crossing Table Water Service/ Roof Drainage Crossing Table z z Unit Drainage Water Separation Unit Drainage Water Separation 7 DESIGN DENSITY: 300 GPD Top Bottom Top Bottom Top Bottom Top Bottom PROPOSED GR NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW 1 32.45 31.90 30.40 30.29 1.50 52 30.02 29.47 27.97 27.86 1.50 2 32.45 31.90 30.40 30.29 1.50 53 31.25 30.70 29.20 29.09 1.50 C Hydro Action Units 3 31.57 31.02 29.52 29.41 1.50 54 31.25 30.70 29.20 29.09 1.50 HYDRO ACTION UNITES ARE APPROVED TO 550 GPD. 4 31.57 31.02 29.52 29.41 1.50 55 32.20 31.65 30.15 30.04 1.50 N 30 30 L USE ONE 1 HYDRO ACTION UNITS. 5 30.40 29.85 28.35 28.24 1.50 56 32.20 31.65 30.15 30.04 1.50 W 6' SEWER MAIN INE @ 2, Sanitary Leaching Pool Design 6 30.40 29.85 28.35 28.24 1.50 57 32.80 32.25 30.75 30.64 1.50 .(2% MIN) REQUIRED: 550 GPD / 1.5 GPD/SF = 367 SF 7 29.40 28.85 27.35 27.24 1.50 58 32.80 32.25 30.75 30.64 1.50 Po� PROVIDED: (1) 10 FT DIAMETER x 12" EFFECTIVE DEPTH = 31.4 SF/FT x 12 VF = 376.8 SF 8 29.40 28.85 27.35 27.24 1.50 59 30.00 29.45 27.95 27.84 1.50 9 29.40 28.85 27.35 27.24 1.50 60 30.00 29.45 27.95 27.84 1.50 Water Service/ Roof Drainage Crossing Table Grease Trap Design 10 29.40 28.85 27.35 27.24 1.50 61 30.25 29.70 28.20 28.09 1.50 10 LF- Unit Drainage Water Separation PROVIDE CAPACITY FOR 1 DAY FLOW OR 550 GPD. 11 29.50 28.95 27.45 27.34 1.50 62 30.25 29.70 28.20 28.09 1.50 To Bottom To Bottom ''6" DR-18 PVC @ 1.2% USE MINIMUM 1,500 GALLON GREASE TRAP (80 W/5' EFFECTIVE DEPTH) p p (1% MIN.) 12 29.50 28.95 27.45 27.34 1.50 63 30.90 30.35 28.85 28.74 1.50 109 31.88 31.33 29.83 29.72 1.50 OTTOM ELEV. = 18.50 13 29.80 29.25 27.75 27.64 1.50 110 31.88 31.33 29.83 29.72 1.50 NOTE: 64 30.90 30.35 28.85 28.74 1.50 CLUBHOUSE BUILDING IS TO BE USED BY RESIDENTS ONLY.SANITARY CALCULATIONS ARE INDICATED 14 29.80 29.25 27.75 27.64 1.50 65 30.35 29.80 28.30 28.19 1.50 111 29.75 29.20 27.70 27.59 1.50 FOR DESIGN PURPOSES TO SIZE THE PROPOSED SANITARY SYSTEM AND DOES NOT AFFECT THE 15 29.00 28.45 26.95 26.84 1.50 PROPOSED DENSITY. 66 30.35 29.80 28.30 28.19 1.50 112 29.75 29.20 27.70 27.59 1.50 20 16 29.00 28.45 26.95 26.84 1.50 67 29.29 28.74 27.24 27.13 1.50 113 27.90 27.35 25.85 25.74 1.50 17 29.10 28.55 27.05 26.94 1.50 68 29.29 28.74 27.24 27.13 1.50 114 27.90 27.35 25.85 25.74 1.50 18 29.10 28.55 27.05 26.94 1.50 69 28.30 27.75 26.25 26.14 1.50 115 29.30 28.75 27.25 27.14 1.50 0+00 0+52 19 29.20 28.65 27.15 27.04 1.50 70 28.30 27.75 26.25 26.14 1.50 116 29.30 28.75 27.25 27.14 1.50 Station 20 29.20 28.65 27.15 27.04 1.50 Typical B Unit System (Ex. Units 3-4) 71 28.10 27.55 26.05 25.94 1.50 117 32.00 31.45 29.95 29.84 1.50 21 30.00 29.45 27.95 27.84 1.50 72 28.10 27.55 26.05 25.94 1.50 118 32.00 31.45 29.95 29.84 1.50 SCALE Horizontal:1"=20' Vertical:1"=5' 22 30.00 29.45 27.95 27.84 1.50 73 28.20 27.65 26.15 26.04 1.50 NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS 74 28.20 27.65 26.15 26.04 1.50 119 32.60 32.05 30.55 30.44 1.50 23 30.14 29.59 28.09 27.98 1.50 Harvest Pointe at 120 30.90 30.35 28.85 28.74 1.50 24 30.14 29.59 28.09 27.98 1.50 75 28.80 28.25 26.75 26.64 1.50 25 29.60 29.05 27.55 27.44 1.50 76 28.80 28.25 26.75 26.64 1.50 121 30.90 30.35 28.85 28.74 1.50 26 29.60 29.05 27.55 27.44 1.50 77 31.05 30.50 29.00 28.89 1.50 122 30.90 30.35 28.85 28.74 1.50 C u tc h og u e 27 29.95 29.40 27.90 27.79 1.50 124 31.25 30.70 29.20 29.09 1.50 78 31.05 30.50 29.00 28.89 1.50 NOTE Cutchogue, New York 28 29.95 29.40 27.90 27.79 1.50 79 33.40 32.85 31.35 31.24 1.50 1. UNITS 95,97, 102-105,&123 DO NOT HAVE WATER SERVICE AND ROOF DRAINAGE SERVICE CROSSINGS 29 31.70 31.15 29.65 29.54 1.50 2. ALL WATER SERVICE AND ROOF DRAINAGE CROSSING ARE DESIGNATED BY UNIT NUMBER NOT Town Of Southold 80 33.40 32.85 31.35 31.24 1.50 CROSSING NUMBERS. 30 31.70 31.15 29.65 29.54 1.50 81 31.10 30.55 29.05 28.94 1.50 No. Revision Date Appvd. 31 31.40 30.85 29.35 29.24 1.50 82 31.10 30.55 29.05 28.94 1.50 12 TOWN REVISIONS 6/14/17 AVL U 32 31.40 30.85 29.35 29.24 1.50 83 30.90 30.35 28.85 28.74 1.50 11 SCDH REVISIONS 4/22/17 AVL 33 30.20 29.65 28.15 28.04 1.50 84 30.90 30.35 28.85 28.74 1.50 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 34 30.20 29.65 28.15 28.04 1.50 85 32.80 32.25 30.75 30.64 1.50 35 30.60 30.05 28.55 28.44 1.50 9 TOWN REVISIONS 3/27/17 AVL 86 32.80 32.25 30.75 30.64 1.50 36 30.60 30.05 28.55 28.44 1.50 8 SCDH REVISIONS 3/9/17 AVL n 87 31.30 30.75 29.25 29.14 1.50 ,n 37 31.20 30.65 29.15 29.04 1.50 gg 31.30 30.75 29.25 29.14 1.50 7 SCDH REVISIONS 2/8/17 AVL 0 �6 38 31.20 30.65 29.15 29.04 1.50CN 89 28.75 28.20 26.70 26.59 1.50 39 31.30 30.75 29.25 29.14 1.50 90 28.10 27.55 26.05 25.94 1.50 S C D H S Approval I� Issued for Date 40 31.30 30.75 29.25 29.14 1.50 0 91 28.35 27.80 26.30 26.19 1.50 41 30.90 30.35 28.85 28.74 1.50 92 28.35 27.80 26.30 26.19 1.50 July 10, 2015 oN 42 30.90 30.35 28.85 28.74 1.50 93 31.39 30.84 29.34 29.23 1.50 43 30.98 30.43 28.93 28.82 1.50 94 31.39 30.84 29.34 29.23 1.50 S CT M. 1000-102-01-33.3 44 30.98 30.43 28.93 28.82 1.50 96 32.53 31.98 30.48 30.37 1.50 T Drawing Title 45 31.05 30.50 29.00 28.89 1.50 -0 98 32.20 31.65 30.15 30.04 1.50 46 31.05 30.50 29.00 28.89 1.50 99 32.20 31.65 30.15 30.04 1.50 Sanitary , , , • ns 47 30.02 29.47 27.97 27.86 1.50 100 32.20 31.65 30.15 30.04 1.50 48 30.02 29.47 27.97 27.86 1.50 House Connection Chart 0 101 29.94 29.39 27.89 27.78 1.50 n 49 30.02 29.47 27.97 27.86 1.50 106 32.85 32.30 30.80 30.69 1.50 w 50 30.02 29.47 27.97 27.86 1.50 Water Service Crossing Chart 107 31.85 31.30 29.80 29.69 1.50 J 51 30.02 29.47 27.97 27.86 1.50 108 31.85 31.30 29.80 29.69 1.50 Sanitary Profile n Drawing Number V co r O Cm4* 5 C� I I N C VV Sheet of 14 29 C a Project Number 29305.00 6 SCDHS Reference # C10-06-0013 \\vhb\prcj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-UT-SCDHS.dwg E O V Drainage Structure Table Drainage Structure Table Drainage Structure Table s ID Structure Type Rim Elev. op of Rings Invert In Invert Out Bot. of Rings Eff. Depth ID Structure Type Rim Elev. op of Rings Invert In Invert Out Bot. of Rings Eff. Depth ID Structure Type Rim Elev. op of Rings Invert In Invert Out Bot. of Rings Eff. Depth A-1 4'x4' Catch Basin 33.24 N/A 27.74 27.74 N/A N/A 1-1 12'o Drywell with Round Slotted Grate 30.80 26.83 24.00 24.00 16.83 10.00 S-21 24"o Area Drain 31.50 N/A 27.50 27.50 N/A N/A A-2 4'x4' Catch Basin 33.24 N/A 27.54 27.54 N/A N/A 1-2 12'o Drywell with Round Slotted Grate 29.50 26.83 24.00 24.00 16.83 10.00 S-22 12'o Drywell with Round Slotted Grate 32.50 29.83 27.50 23.50 19.83 10.00 00, 0 A-3 4' o Manhole with Solid Cover 31.90 N/A 26.69 26.69 N/A N/A 1-3 12'o Drywell with Round Slotted Grate 29.50 26.83 24.00 24.00 16.83 10.00 S-23 24"o Area Drain 32.15 N/A 27.00 27.00 N/A N/A A-4 12'o Drywell with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 S-24 24"o Area Drain 32.25 N/A 27.00 27.00 N/A N/A 10 A-5 12'o Drywell with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 1-1 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 S-25 12'o Drywell with Round Slotted Grate 31.50 28.83 27.50 N/A 18.83 10.00 A-6 12'o Drywell with Round Slotted Grate 31.10 27.93 25.50 25.50 16.93 10.00 1-2 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 S-26 24"o Area Drain 31.25 N/A 27.00 27.00 N/A N/A A-7 12'o Drywell with Round Slotted Grate 29.60 26.93 N/A 25.50 16.93 10.00 1-3 12'o Drywell with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 S-27 24"o Area Drain 32.00 N/A 26.75 26.75 N/A N/A A-8 12'o Drywell with Round Slotted Grate 29.60 26.93 25.50 25.50 16.93 10.00 S-28 24"o Area Drain 31.75 N/A 27.25 27.25 N/A N/A A-9 12'o Drywell with Round Slotted Grate 29.60 26.93 25.50 25.50 16.93 10.00 K-1 12'o Drywell with Round Slotted Grate 30.50 26.83 24.50 24.50 14.83 12.00 S-29 24"o Area Drain 32.00 N/A 27.25 27.25 N/A N/A Engineering, Surveying & A-10 12'o Drywell with Manhole Cover 30.00 26.93 25.50 25.50 16.93 10.00 K-2 12'o Drywell with Round Slotted Grate 30.50 26.83 24.50 24.50 14.83 12.00 S-30 24"o Area Drain 32.75 N/A 27.25 27.25 N/A N/A Landscape Architecture, PC A-11 12'o Drywell with Manhole Cover 31.10 27.93 25.50 25.50 16.93 10.00 S-31 24"o Area Drain 33.85 N/A 29.00 29.00 N/A N/A 100 Motor Parkway A-12 12'o Drywell with Round Slotted Grate 32.00 28.93 25.50 N/A 16.93 10.00 L-1 4'x4' Catch Basin 32.78 N/A N/A 28.00 N/A N/A S-32 12'o Drywell with Round Slotted Grate 34.90 32.23 27.00 N/A 22.23 10.00 Suite 135 A-13 12'o Drywell with Manhole Cover 31.60 28.93 25.50 N/A 16.93 10.00 L-2 4'x4' Catch Basin 32.78 N/A 27.89 27.89 N/A N/A S-33 12'o Drywell with Round Slotted Grate 33.50 30.83 27.50 N/A 20.83 10.00 Hauppauge, NY 11788 A-14 12'o Drywell with Round Slotted Grate 31.10 27.93 25.50 N/A 16.93 10.00 L-3 4' o Manhole 34.15 N/A 27.38 27.38 N/A N/A S-34 24"o Area Drain 33.80 N/A 27.25 27.25 N/A N/A 5-35 12'o Drywell with Round Slotted Grate 32.00 29.33 26.60 N/A 19.33 10.00 631.787.3400 A-15 12'o Drywell with Round Slotted Grate 31.50 28.83 25.50 N/A 18.83 10.00 L-4 4'x4' Catch Basin 32.14 N/A 26.39 26.39 N/A N/A rY A-16 24"o Area Drain 34.20 N/A N/A 27.20 N/A N/A L-5 4'x4' Catch Basin 32.14 N/A 26.86 26.86 N/A N/A S-36 12'o Drywell with Round Slotted Grate 31.50 28.83 26.00 N/A 18.83 10.00 A-17 24"o Area Drain 33.50 N/A N/A N/A N/A N/A L-6 4' o Manhole 33.08 N/A 27.08 27.08 N/A N/A S-37 24"o Area Drain 31.10 N/A 27.25 27.25 N/A N/A A-18 12'o Drywell with Round Slotted Grate 34.50 31.80 25.50 N/A 21.80 10.00 L-7 4'x4' Catch Basin 34.05 N/A 27.41 27.41 N/A N/A S-38 24"o Area Drain 30.75 N/A 26.25 26.25 N/A N/A A-19 24"o Area Drain 33.10 N/A 27.94 27.94 N/A N/A L-8 4'x4' Catch Basin 34.05 N/A 27.52 27.52 N/A N/A S-39 12'o Drywell with Round Slotted Grate 30.75 28.08 26.50 N/A 18.08 10.00 A-20 24"o Area Drain 29.10 N/A N/A 26.25 N/A N/A L-9 4'x4' Catch Basin 31.80 N/A 27.05 27.05 N/A N/A S-40 24"o Area Drain 31.75 N/A 27.25 27.25 N/A N/A L-10 4'x4' Catch Basin 31.80 N/A 26.94 26.94 N/A N/A S-41 24"o Area Drain 32.50 N/A 26.25 26.25 N/A N/A B-1 4'x4' Catch Basin 33.58 N/A N/A 28.08 N/A N/A L-11 4' o Manhole 32.50 N/A 27.10 27.10 N/A N/A S-42 12'o Drywell with Round Slotted Grate 32.50 29.83 25.25 N/A 19.83 10.00 B-2 12'o Diffusion Well with Curb Inlet 33.58 30.08 27.88 N/A 18.08 12.00 L-12 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 23.83 N/A 16.83 10.00 S-43 24"o Area Drain 32.50 N/A 27.00 27.00 N/A N/A B-3 4' o Round with Slotted Grate 33.50 N/A N/A 28.50 N/A N/A L-13 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 16.83 10.00 S-44 24"o Area Drain 32.25 N/A 26.10 25.60 N/A N/A B-4 12'o Drywell with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-14 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 16.83 10.00 S-45 12'o Drywell with Round Slotted Grate 32.75 30.08 27.50 N/A 20.08 10.00 B-5 12'o Drywell with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-15 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 23.82 N/A 16.83 10.00 S-46 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.89 N/A 16.83 8.00 B-6 12'o Drywell with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-16 24"o Area Drain 33.50 N/A 28.17 28.17 N/A N/A S-47 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.25 N/A 16.83 8.00 B-7 24"o Area Drain 35.00 N/A 29.00 29.00 N/A N/A L-17 24"o Area Drain 32.75 N/A 28.03 28.03 N/A N/A S-48 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.89 N/A 16.83 8.00 B-8 24"o Area Drain 33.90 N/A N/A 29.90 N/A N/A L-18 24"o Area Drain 32.25 N/A 26.92 26.92 N/A N/A L-19 12'o Drywell with Round Slotted Grate 33.50 30.83 27.65 N/A 20.83 10.00 L-20 12'o Drywell with Round Slotted Grate 33.00 30.83 27.00 N/A 20.83 10.00 C-1 4'x4' Catch Basin 32.70 N/A N/A 26.50 N/A N/A L-21 12'o Drywell with Round Slotted Grate 33.00 30.83 29.00 N/A 20.83 10.00 C-2 4'x4' Catch Basin 32.70 N/A 26.27 26.27 N/A N/A L-22 12'o Drywell with Round Slotted Grate 32.25 29.58 26.98 N/A 19.58 10.00 C-3 4' o Manhole with Solid Cover 31.53 N/A 25.34 25.34 N/A N/A L-23 12'o Drywell with Round Slotted Grate 34.00 31.33 28.73 N/A 21.33 10.00 C-4 4'x4' Catch Basin 31.65 N/A 25.64 25.64 N/A N/A L-24 24"o Area Drain 33.10 N/A 27.96 27.96 N/A N/A C-5 6' o Manhole with Solid Cover 30.80 N/A 24.78 24.78 N/A N/A L-25 24"o Area Drain 33.50 N/A 28.00 28.00 N/A N/A C-6 4'x4' Flush Catch Basin 29.81 N/A 23.92 23.92 N/A N/A L-25 24"o Area Drain 32.90 N/A 28.06 28.06 N/A N/A C-7 4'x4' Catch Basin 29.81 N/A N/A 24.14 N/A N/A C-8 6' o Manhole with Solid Cover 30.50 N/A 25.58 23.33 N/A N/A M-1 4'x4' Catch Basin 32.63 N/A N/A 26.96 N/A N/A C-9 4'x4' Catch Basin 32.32 N/A 26.45 26.45 N/A N/A M-2 12'o Drywell with Curb Inlet 32.63 28.58 26.75 26.30 13.58 14.00 C-10 4'x4' Catch Basin 32.32 N/A N/A 26.65 N/A N/A M-3 12'o Drywell with Round Slotted Grate 31.25 27.58 26.30 26.30 13.58 14.00 C-11 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-4 12'o Drywell with Round Slotted Grate 31.25 27.58 26.30 N/A 13.58 14.00 C-12 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-5 24"o Area Drain 33.50 N/A 29.50 27.82 N/A N/A C-13 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-6 12'o Drywell with Round Slotted Grate 33.90 31.23 30.00 N/A 21.23 10.00 C-14 12'o Drywell with Round Slotted Grate 29.75 26.08 30.00 21.00 14.08 12.00 M-7 12'o Drywell with Round Slotted Grate 34.50 31.83 28.00 N/A 21.83 10.00 C-15 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 M-8 24"o Area Drain 32.50 N/A 28.00 28.00 N/A N/A C-16 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 M-9 24"o Area Drain 33.90 N/A 30.00 30.00 N/A N/A C-17 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 C-18 12'o Drywell with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 N-1 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 C-19 12'o Drywell with Manhole Cover 30.10 26.08 21.00 N/A 14.08 12.00 N-2 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 C-20 12'o Drywell with Manhole Cover 32.75 30.08 25.00 25.00 17.08 12.00 N-3 12'o Drywell with Manhole Cover 30.50 26.83 N/A 23.50 11.83 15.00 C-21 12'o Drywell with Manhole Cover 32.45 29.08 25.00 25.00 17.08 12.00 N-4 12'o Drywell with Manhole Cover 30.00 26.83 N/A 23.50 11.83 15.00 C-22 12'o Drywell with Manhole Cover 31.75 29.08 25.00 25.00 17.08 12.00 N-5 12'o Drywell with Manhole Cover 31.25 26.83 23.50 23.50 11.83 15.00 C-23 12'o Drywell with Manhole Cover 32.00 29.08 25.00 25.00 17.08 12.00 N-7 12'o Drywell with Round Slotted Grate 33.50 30.83 23.50 23.50 20.83 10.00 C-24 12'o Drywell with Manhole Cover 32.40 29.08 25.00 25.00 17.08 12.00 N-8 24"o Area Drain 33.50 N/A 30.00 30.00 N/A N/A C-25 12'o Drywell with Manhole Cover 32.70 29.08 25.00 25.00 17.08 12.00 N-9 12'o Drywell with Round Slotted Grate 32.25 29.58 N/A 27.25 19.58 10.00 C-26 12'o Drywell with Manhole Cover 32.25 29.08 25.00 25.00 17.08 12.00 N-10 24"o Area Drain 34.50 N/A 31.50 31.50 N/A N/A C-27 24"o Area Drain 34.00 N/A N/A 30.00 N/A N/A N-11 24"o Area Drain 34.50 N/A 31.50 31.50 N/A N/A C-28 12'o Drywell with Round Slotted Grate 31.50 28.83 26.50 N/A 18.83 10.00 N-12 12'o Drywell with Round Slotted Grate 34.50 31.83 29.50 N/A 21.83 10.00 C-29 24"o Area Drain 31.50 N/A 28.00 28.50 N/A N/A N-13 12'o Drywell with Round Slotted Grate 34.50 31.83 29.50 N/A 21.83 10.00 C-30 24"o Area Drain 29.50 N/A 26.50 26.50 N/A N/A C-31 24"o Area Drain 29.50 N/A 26.50 26.50 N/A N/A 0-1 12'o Drywell with 4'x4' Catch Basin 31.85 28.83 24.50 N/A 19.83 9.00 C-32 24"o Area Drain 29.50 N/A 26.50 26.50 N/A N/A 0-2 12'o Drywell with 4'x4' Catch Basin 32.25 28.83 24.50 N/A 19.83 9.00 C-33 24"o Area Drain 31.75 N/A 26.50 26.50 N/A N/A 0-3 12'o Drywell with Manhole Cover 32.90 29.83 24.50 N/A 19.83 9.00 C-34 12'o Drywell with Round Slotted Grate 31.75 29.08 21.00 N/A 19.08 10.00 0-4 12'o Drywell with 4'x4' Catch Basin 32.50 29.83 24.50 N/A 19.83 9.00 C-35 24"o Area Drain 34.00 N/A 26.50 26.50 N/A N/A 0-5 12'o Drywell with 4'x4' Catch Basin 31.50 28.83 24.50 N/A 19.83 9.00 C-36 12'o Drywell with Round Slotted Grate 33.25 30.58 27.00 N/A 20.58 10.00 0-6 12'o Drywell with Round Slotted Grate 34.50 31.83 30.00 N/A 21.83 10.00 C-37 12'o Drywell with Round Slotted Grate 33.75 31.08 28.25 N/A 21.08 10.00 P-1 4' o Slotted Manhole 31.25 N/A N/A 24.85 N/A N/A D-1 4'x4' Catch Basin 33.56 N/A N/A 28.20 N/A N/A P-2 12'o Drywell with Round Slotted Grate 29.50 26.83 24.85 24.85 12.83 14.00 D-2 4'x4' Catch Basin 33.56 N/A 28.10 28.10 N/A N/A P-3 12'o Drywell with Round Slotted Grate 29.50 26.83 24.85 24.85 12.83 14.00 D-3 4' o Manhole with Round Solid Cover 32.33 N/A 27.59 27.59 N/A N/A P-4 4' o Slotted Manhole 30.85 N/A N/A 24.85 N/A N/A D-4 4' o Round Slotted Manhole 32.50 N/A 27.51 27.26 N/A N/A D-4A 4' o Manhole with Solid Cover 31.50 N/A 26.67 26.67 N/A N/A Q-1 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 21.50 11.83 15.00 D-5 4'x4' Catch Basin 32.14 N/A N/A 27.79 N/A N/A Q-2 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-6 4'x4' Catch Basin 32.14 N/A 27.68 27.68 N/A N/A Q-3 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-7 4' o Manhole with Solid Cover 32.74 N/A 27.93 27.93 N/A N/A Q-4 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-8 4'x4' Catch Basin 33.97 N/A 28.30 28.30 N/A N/A Q-5 12'o Drywell with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 D-9 4'x4' Catch Basin 32.97 N/A 28.40 28.40 N/A N/A Q-6 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 21.50 11.83 15.00 D-10 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 18.83 8.00 Harvest Pointe at Q-7 12'o Drywell with Round Slotted Grate 30.50 27.83 27.00 N/A 17.83 10.00 D-11 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 25.67 N/A 18.83 8.00 Q-8 12'o Drywell with Round Slotted Grate 30.50 27.83 26.00 N/A 17.83 10.00 D-12 12'o Drywell with Round Slotted Grate 32.50 29.83 29.20 N/A 19.83 10.00 C u tc h og u e Q-9 24"o Area Drain 30.80 N/A 27.50 27.50 N/A N/A D-13 24"o Area Drain 33.50 N/A 30.00 30.50 N/A N/A Q-10 12'o Drywell with Round Slotted Grate 30.75 28.08 21.50 21.50 18.08 10.00 D-14 12'o Drywell with Round Slotted Grate 33.50 30.83 28.00 30.05 20.83 10.00 Cutchogue, New York Q-11 24"o Area Drain 30.50 N/A 27.50 27.50 N/A N/A D-15 24"o Area Drain 35.50 N/A 32.50 32.50 N/A N/A Town of Southold Q-12 24"o Area Drain 30.75 N/A 27.50 27.50 N/A N/A D-16 24"o Area Drain 32.50 N/A 28.50 28.50 N/A N/A No. Revision Date Appvd. Q-13 12'o Drywell with Round Slotted Grate 33.10 30.43 26.00 N/A 20.43 10.00 D-17 24"o Area Drain 33.00 N/A 29.50 29.50 N/A N/A 12 TOWN REVISIONS 6/14/17 AVL Q-14 24"o Area Drain 34.90 N/A 28.00 28.00 N/A N/A U D-18 12'o Drywell with Round Slotted Grate 32.75 30.08 29.25 N/A 30.08 10.00 11 SCDH REVISIONS 4/22/17 AVL w` D-19 24"o Area Drain 31.50 N/A 28.00 28.00 N/A N/A 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL R-1 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 23.50 11.83 15.00 D-20 24"o Area Drain 33.00 N/A 31.00 31.00 N/A N/A 9 TOWN REVISIONS 3/27/17 AVL J R-2 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 D-21 12'o Drywell with Round Slotted Grate 32.75 30.08 28.00 N/A 20.08 10.00 8 SCDH REVISIONS 3/9/17 AVL R-3 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 D-22 12'o Drywell with Round Slotted Grate 32.80 29.33 27.00 N/A 19.33 10.00 R-4 12'o Drywell with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 7 SCDH REVISIONS 2/8/17 AVL D-23 24"o Area Drain 34.50 N/A 29.50 29.50 N/A N/A S C D H S Approval N R-5 12'o Drywell with Round Slotted Grate 29.50 26.83 N/A 23.50 11.83 15.00 D-25 12'o Drywell with Round Slotted Grate 35.50 32.83 30.00 N/A 22.83 10.00 I� Issued for Date N E-1 24" Area Drain 28.75 N/A N/A 24.76 N/A N/A S-1 4'x4' Catch Basin 33.88 N/A N/A 27.76 N/A N/A .July 10, 2015 N oS-2 4'x4' Catch Basin 33.28 N/A 27.36 27.36 N/A N/A a) E-2 4'x4' Catch Basin 28.57 N/A 24.61 24.61 N/A N/A E-3 4'x4' Catch Basin 28.57 N/A 24.38 24.38 N/A N/A S-3 4' Manhole 31.11 N/A 26.82 26.82 N/A N/A SCTM. 1000-102-01-33.3 S-4 4'x4' Catch Basin 31.17 N/A 26.42 26.42 N/A N/A Drawing o E-4 4'x4' Catch Basin 31.54 N/A 25.83 25.83 N/A N/A u) S-5 4'x4' Catch Basin 31.17 N/A N/A 26.72 N/A N/A , E-5 4'x4' Catch Basin 31.54 N/A 25.41 25.41 N/A N/A • • Table E-6 4' o Manhole with Round Slotted Manhole 29.50 N/A N/A 25.65 N/A N/A S-6 4' Manhole 31.75 N/A 25.89 25.89 N/A N/A o E-7 4' o Manhole with Round Slotted Manhole 29.50 N/A 25.25 25.25 N/A N/A S-7 4' Manhole 32.75 N/A 25.64 25.39 N/A N/A E-8 4' Manhole with Solid Cover 31.75 N/A 24.50 24.50 N/A N/A S-8 4' o Manhole 31.30 N/A 24.83 24.83 N/A N/A 00� Cn E-9 6'o Diffusion Wells with Round Slotted Grate 24.00 20.48 22.75 N/A 15.48 5.00 LLJ S-9 4'x4' Catch Basin 30.56 N/A 24.50 24.50 N/A N/A w 5-10 4'x4' Catch Basin 30.56 N/A N/A 24.78 N/A N/A E-10 6'o Diffusion Wells with Round Slotted Grate 23.50 20.48 20.40 N/A 15.48 5.00 a_ S-11 4' o Slotted Manhole 31.60 N/A 26.31 26.31 N/A N/A Drawing Number F-1 4'x4' Catch Basin 21.90 N/A N/A 16.90 N/A N/A S-11A 24"o Area Drain 31.75 N/A 27.00 27.00 N/A N/A ii F-2 12'o Drywell with 4'x4' Catch Basin 21.90 19.23 16.65 16.65 12.23 7.00 5-12 4'x4' Catch Basin 30.90 N/A 25.68 25.68 N/A N/A F-3 12'o Drywell with Manhole Cover 23.75 21.08 18.48 16.65 12.23 7.00 S-13 4'x4' Catch Basin 30.90 N/A 25.46 25.46 N/A N/A S-14 4' o Manhole 32.92 N/A 26.00 26.00 N/A N/A Cm4* 6 S-15 4'x4' Catch Basin 32.08 N/A 25.27 25.27 N/A N/A aD G-1 12'o Drywell with Round Slotted Grate 27.25 24.58 24.58 24.50 11.58 13.00 c S-16 4'x4' Catch Basin 32.08 N/A 25.06 24.81 N/A N/A pr sheet of G-2 12'o Drywell with Round Slotted Grate 27.25 24.58 24.50 24.50 11.58 13.00 S-17 4' o Manhole 33.63 N/A 25.53 25.53 N/A N/A 15 29 0 c S-18 4' o Slotted Manhole 32.50 N/A 26.03 26.03 N/A N/A -0 H-1 12'o Drywell with Round Slotted Grate 30.00 26.83 24.50 24.50 14.83 12.00 N/A N/A H-2 12'o Drywell with Round Slotted Grate 30.00 26.83 24.50 24.50 14.83 12.00 5-19 4'x4' Catch Basin 31.51 26.65 26.65 N/A Project Number 6 S-20 4'x4' Catch Basin 31.15 N/A 26.76 26.76 N/A N/A 29305.00 SCDHS Reference # C10-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\ccid\ld\Planset\29305.00-ER.dwg E 0 000 INSTALL SILT FENCING AND TREE PROTECTION MEASURES AROUND AREA TO BE KEPT ............NATURALAND AS DIRECTED BY THE ENGINEER 'DEED, .......................... ............... .......... ............................ . ..................... ........ ............................. ............................ ............................. ............... 2 7, ................. ...... ........................................................ ..................... ................ ............... .......................................... .......... ...............................................,S38*30'50"E (DEED) .......... ............... �\ ��� ............. .......................7 3 ..................................... cp�............ Engineering, Surveying & ............................ .................................. Landscape Architecture, PC ... .................. ........ ...................................... ...... ................................ ........... ........................................................................................... ..... 100 Motor Parkway ............ ............... .......................... "I'll,........................ ...... Suite 135 ...... ..... ............... ............... ............... ......................... Hauppauge, NY 11788 ............PH 3 631.787.3400 ....................................---—------- �O"E........... .......... ..............................................I . ........ --- .............. .... ......... -—------—"""""' ................... Cl) .............................. ............ V .............W" ...................................... ............... ...... C)l ........... ..................----------- ......... M.............. 01>34 .................. ............. --1 M.............PH AS E 1 ... . ........... . ................... ...... ...... . . ... ............ ........... >--—-- ............................................ ......................... ........ INLET PRO FF SITE ............................... ...........................E 1 ALTERNAi ............"I.......-............. STOCKPILE AREA . .................. ..... ................. 4'4 0 E PHASE 1 ............ ),O'I . ............ ............ S, P H G STREET......... ....... M .............. ...... ........ IIIIIIIIIIIIIII11101- ION zz </,`�......... ACCESS FOR ALL THREE PHASES ya.......... SOIL............ N PHAS C)i ............ .............. STOCKPILE AREA C� ..........'N Iwo' \01 cy, .........< ...................... .... ... .. STOCKPI— ......... ........................ C M 00 I-SE 2 SOIL..........),f M S 37*13'30"E (DEED) .......... m ASE 2 '0 .................................. PH > S37*04'30"E (ACTUAL) 221.4 ............................................. Ln -N� 400.00'<r ................ 1/1177i I',, . I 71 3'3 0 W ......... ..................................PHASE 4' ...........STACIN .......... ................................................. PHASE SOIL C/)............ .......... REA FOR STOCKPILE A ..........0 >1 PHA 00 ' PHA REA 3 E I0 Lo . .......7) Ir L; .. ........ ..........(D SILT FENCE TO BE INSTALLED 0 W AROUND SOIL STOCKPILES TYP, 3 1P (SEE DETAIL). ................. CKPIL AREA .................STO E @A 22.) (�LA -------- ......... 40"L........... 4 .. ............. DRAINAGE RESERVE AREA PROTECTION NOTE: .......... ........ .............. ........... THE CONTRACTOR IS REQUIRED TO INSTALL SILT FENCE AND -------------P AN,,,t L CONSTRUCTION FEN D DRAINAGE RESERVE AREAS IN ------------------------------------------�LA ............ ..................... ORDER TO MINIMIZE DISTURBANCE AND COMPACTION IN THESE AREAS. FINAL GRADING OF DRA'S IS TO BE COMPLETED IN ACCORDANCE WITH CCLn ..... ........................... THE LANDSCAPING DETAILS AND SPECIFICATIONS. WORK MUST BE P Lo U) ...... CONSTRUCTION. ............. ............- ---------- COORDINATED WITH PROJECT SITE ENGINEER THROUGHOUT A/7 L .............. _J.........E ......4 ............................ 111.1 ,\ ....................... .................... ............ ", "Ca .11,, I )" (/&0 S PHASE 3 CD C� PHA[�D ........... PHASE.......... M ........... ........... M ................. 11.................. ................................ ....................... .....�(.................I ................................. y C y L N367P4 �01� ............. ........ . ............ 0 22' (ACTUAL)C 80 0 80 160 . .... ..... SCALE IN FEET .......--- ............................ I .......... .......................... .........................J...................... . ................................................................................... .... ........................ ................... ........................................I ................ Erosion Control Notes .... ................................ 1. THE LAND TO BE CLEANED SHALL BE MARKED OUT PRIOR TO CLEARING, INCLUDING THE EDGE OF THE NATURAL BUFFER AS SHOWN ON THE SITE PLAN. ------------J ................ .............. X ............... ............... 135 2. PRIOR TO STARTING WORK ON THE SITE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND CONSTRUCTION ENTRANCE ...................... INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS REQUIRED BY STATE & LOCAL AGENCIES. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS GRESSES. BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: ........................... ........... INLET PROTECTION ................ A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED (DANDY BAG OR OTHER) ..............% S IN A B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO AS TO MINIMIZE THE SIZE OF EXPOSED............................................................................................................................... .......... .... ........... ............................ AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. CURB DROP INLET PROTECTION ................,..'E`� 7................................ ........<� ................................................ ...... ...................................... ..................................................................... .................. V.. HAS - \4 X V C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. SILT FENCE ID. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. E. SEDIMENT SHALL BE TRAPPED ON THE SITE. ................................... (.............. .................. >/. ............ -------------- SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION . .. .............I J -,, CONTROL MEASURES SHALL CONFORM TO "THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT ................... CONTROL". --------------------IHarvest Pointe at .... ....... A P H A S E 4 SOIL 2. SEDIMENT BARRIERS (SILT FENCE, STRAW BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS ....................> REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM STOCKPILE ANEA. ....................99 THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS. Cutchogue 7 ..... .................. 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF ........... ..................... >< Cutchogue, New York SERVICE RECOMMENDATIONS. Town of Southold TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION ............ X pl 4. STOCKPILES THAT ARE NOT STABILIZED SHALL BE SURROUNDED BY SILT FENCE AND INSPECTED AFTER X STORMS AND AT THE END OF EACH WORK DAY. No. Revision Date Appvd. .. ..............-------------------- TOWN REVISIONS 6/14/17 AVL ............................................ ................................. 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP -.41............ .............. ............. 12 ...................................................... ....................................................... ....... ............... .................. .......... ........ .......................... ........... ................... 1 SCDH REVISIONS 4/22/17 AVL ....... ............... ................................ .................. ............... ............................. ............... ...................................................... .................. ............................................... ............ --------------------------------- THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, DANDY BAGS, ETC., AS REQUIRED. V) .......... INLET PROTECTION 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS INDICATED BY PERIODIC 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL INLET CTION INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE r< 9 TOWN REVISIONS 3/27/17 AVL NOT LIMITED TO, CLEANING OF SEDIMENT BASINS AND TRAPS, CLEANING OR REPAIR OF SEDIMENT (TYP.) (TYP.)................................... ............ ---------------- ..................................................--------------- ------------------------------ .................................... BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS, AND CLEANING AND REPAIR OF INLET ............................................................................................ ........................ ......................... ---------------------------------- -------------- ......................... PROTECTION. CN .......... --------------------------------------------------------------------------------------- ------------------ 7 SCDH REVISIONS 2/8/17 AVL 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. X 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS .......... MOMEMEMEME= FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL Issued for Date THE SITE IS PERMANENTLY STABILIZED. % -------------- ..............1111�11........... . .................... J U A) - ------------------- ly 10, 2015 ------------- 1. , ------------------- ................. 9. SEDIMENT BARRIERS AND OTHER CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED ........ ...... ----------------- NTLY STABILIZED, AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE --------------------- --------------------- A CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. V ..................... SCTM: 1000-102-01-33.3 Drawing Title % FURTHERMORE, THIS PROJECT DOES NOT HAVE THE POTENTIAL TO DISCHARGE TO SURFACE WATERS AND ........... RUNOFF FROM CONSTRUCTION ACTIVITIES (GP-0-15-002) -0 THEREFORE DOES NOT REQUIRE COVERAGE UNDER THE NYSDEC GENERAL PERMIT FOR DISCHARGING 10. IT HAS BEEN DETERMINED THAT THE PROJECT IS NOT LOCATED WITHIN THE TOWN'S MS4 JURISDICTION. ............ ............ ...........SILT FENCE TO BE INSTALLED Erosion & Sediment AROUND LIMIT OF DISTURBANCE ...................... 11. THE EMERGENCY ACCESS SHALL NOT BE USED AS A CONSTRUCTION ENTRANCE/ EXIT OR FOR ANY ICONSTRUCTION (TYP.) EPT EMERGENCIES. Control Plan % 12. ALL HANDLING OF SOILS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED SOIL MANAGEMENT PLAN. ................................ AMC X Dandy Bag Notes 1. INSTALLATION: V,L0 Drawing Number 0 1.1. EMPTY DANDY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END. 1.2. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN POUCH ON BOTTOM OF THE UNIT. TO TETHER LOOP. HOLDING THE LIFTING DEVICE (DO NOT RELY ON LIFTING C\4 ENTIRE WEIGHT OF GRATE) PLACE THE GRATE INTO IT'S FRAME. ................. ...... Cm5 ................... . ........................ 2. MAINTENANCE: C ........ . ......... 2.1. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF THE UNIT VENT. Sheet of V) 16 28 2.2. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF THE DANDY BAG AS NEEDED. Typical Erosion & Sediment Control Layout 2.3. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENT PILLOW NEAR SATURATION SCALE: 1"=40' Project Number 0 Cn 29305.00 NOTE: CONTRACTOR IS NOT PERMITTED TO USE FILTER FABRIC MATERIAL AS INLET PROTECTION SCDHS Reference # CIO-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg E O V Jd s > CROSSWALK (WHITE) 9" 00, 0 2" (MAX.) CURBLINE 3" O.C. ZZ w V) TYP0 (TYP) 12"" (TYP.) J � DASHED LANE LINE (WHITE) - 4"" (TYP) iI �) 4" o a_ 2" 6" 2' 6" 2" 6' 2" N 5'_6" R7-8 CAP STEEL PIPE POST Z � O N CD BROKEN LANE LINE (WHITE) 4"" (TYP) o n TYPICAL SIGN Q 10' ��� 30" =O' L 4„ I Ln o w o I 4" o_ 4"" (TYP) ro N 5 � Engineering, Surveying & MAX. SLOPE 1.5% 45` WHITE PAINT SEE NOTE 1 z o0 Landscape Architecture, PC 12„ WHITE PAINT 2Y2" DIA. STEEL POST p SEE DETAIL z Q (PAINT COLOR SELECTED 100 Motor Parkway HATCH LINES (WHITE) �� �0 17" 0" 17" 2'-0"' 3"-0"" 4" BLUE LINES O o BY ARCHITECT) _71N n 24"" ON CENTER 4" z Suite 135 3 -$ Z w Hauppauge, NY 11788 4"" (TYP) LENGTH AS REQUIRED a_bi w 2" (MAX.) CURBLINE 1" 2' (SEE STRIPING PLAN) BLUE RESISTANT 0 m '- 631.787.3400 (TYP.) (TYP.) 12 PAINT = m DOUBLE BARRIER LINE (WHITE) 4"" (TYP) I� 7 -9 I 2"-O"" z w V) 2' � _ 6N E � 16" � z 8" (TYP.) 8" (MIN.) 9" MIN. `N SINGLE EDGE LINE (WHITE) 4"" (TYP) WHITE PAINTED LANDSCAPED AREA OR SIDEWALK N o STOP LINE ACCESS PARKING AREA I AISLE SPACE 16'" (TYP.) CROSSWALK LINE (WHITE) 12" (TYP) WAY_� '0 ACCESSIBLE PARKING 3"' WIDTH WHITE 1 Notes: \_4" WHITE PAINT (TYP.) 4"" WHITE PAINT 24" MIN ° TWELVE INCH (12"") LINES SHALL BE APPLIED IN ONE STOP BAR (WHITE) 12" (TYP) �LANE- APPLICATION, NO COMBINATION OF LINES (TWO - 6 4„ Detail N v 16"" OR 12"" DIA. INCH LINES) WILL BE ACCEPTED. CONCRETE SUPPORT 2. LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO Notes: % CURBLINE. Notes: ° NOTE: 1. PROVIDED R7-1 OFSET A MINIMUM 5"-6"" FROM EITHER EDGE OF 3. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SETFAST LOW VOC 1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. ACCESSABLE AISLE TO ALLOW ACCESSIBLE ROUTE. LENGTH AND PROPERLY ALIGNED. TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT REQUIREMENTS. TRAFFIC ARROWS AND 2. HANDICAP LOGO SHALL CONFORM WITH THE LATEST NEW YORK STATE STOP BARS SHALL BE THERMOPLASTIC MATERIAL FORMULATED SPECIFICALLY FOR USE AS 2. ALL PAVEMENT MARKINGS (EXCEPT TRAFFIC ARROWS AND STOP BARS) SHALL BE SPECIFICATIONS. 4. CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%. RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. SETFAST LOW VOC TRAFFIC MARKING PAINT OR APPROVED EQUAL AS PER NYSDOT 3. SLOPES SHALL NOT BE GREATER THAN 2% IN ANY DIRECTION FOR ALL NOTE: SIGNS TO BE 18"" MINIMUM FROM FACE TO CURB REQUIREMENTS. TRAFFIC ARROWS AND STOP BARS SHALL BE THERMOPLASTIC HANDICAP SPACES AND ACCESS AISLES. MATERIAL FORMULATED SPECIFICALLY FOR USE AS RETROREFLECTIVE PAVEMENT MARKINGS AS PER NYSDOT REQUIREMENTS. Crosswalk 6/03 Pavement Markings 2/10 Painted Pavement Markings - On Site 6/03 Accessible Parking Space 7/12 Sign Post - Type 'A' 6/08 N.T.S. Source: VHB LD-553 N.T.S. N.T.S. Source: VHB LD-554 N.T.S. Source: VHB N/A N.T.S. Source: VHB LD-701 GRADE; LANDSCAPED AREAS 8" MIN. LOW z PERMEABLE SOIL s�0,o I s9 A� J 2 3/8' MIN THICK PAVERS CAP UNIT I g9�`� moo_ I9f ZZ WITH MIN 1/4" WIDE JOINTS opE ,Q s� ��'� I %J�. OF OTE Q o Ro J 1" TO 1 Y2" BEDDING SAND i 5 Q_ 4" THICK AGGREGATE BASE S GdE z BLOCK WALL UNIT I I I BELOW PAVERS AND SAND f� oo LANDSCAPE �i s F` `��O �'1'J CONTRACTION Q ';��,;� �',� WEEP HOLES X AREA (TYP.) I F� COARSE BROOM FINISH w v�, , 1, Q pF �� I �q c I moi- EVERY 4' PLAN r , dr GE R TE J� � 9� r JOIN SEE DETAIL A" //J � /; 1 8 _ '' 10' O.C. (MIN.) EQ 16�E I I 5 �Q c�� o ` 't i FINISHED �0 I �� '� EXPANSION JOINT EVERY 20" - UNIT DRAINAGE FILL yr�rt Z-0 5" POURED °' // // (3/4' CRUSHED ��;,;„ { GRADE p• m Qw, SEE DETAIL'B" / i S�Q Q I � CONCRETE /\� \\/j jA� \\//A/\\\ \//A/\\\ V//\� \\///\� ROCK OR STONE) / / �\ I � ,l '':� cJ�� ��� . . ° '1; .• °. ° • �g ° ��\�\��\i\\\�\��/�\\/,�� i ,�\ ii�/�\\���� �\�/\\j�\\//\\� APPROXIMATE LIMITS si _�� i\ of s. RAMP ° ° COMPACTED SOIL SUBGRADE OF EXCAVATION CRUSHED STONE CONCRETE OR CRUSHED STONE LEVELING PAD Y4` LIP MAX. �2' MITA N 6" GRANULAR MATERIAL Notes: Notes: SEE NOTE 9. N� (BANK RUN SAND & GRAVEL) 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. P�� \ AREA OF COLORED SURFACE SECTION 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. 1. WALL SHALL BE KEYSTONE GRAVITY BLOCK WALL OR APPROVED EQUAL. REINFORCED CONCRETE 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. -tee- Y4"" LIP MAX. 2. WALL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. APRON W/ 6"X6" WWM °� ,.• � SEE NOTE 9. 3. CONTRACTOR TO MINIMIZE DISTURBANCE OF LAND WHILE INSTALLING WALL. Non-Permeable Pavers (Community Center Patio Area 4. CONTRACTOR TO RECEIVE APPROVAL OF WALL FINISH PRIOR TO CONSTRUCTION. � - - - - -- - ( y ) 5. CONTRACTOR TO OBTAIN ANY NECESSARY BUILDING PERMITS RELATED TO WALL. 0 0 0 0 0 0 0° . o 0 0� N.T.S. GRADE; TOP OF PAVEMENT Retaining Wall Detail 12/13 DENSE AGGREGATE BASE OR PER DRIVEWAY SECTION 3 N.T.S. Source: VHB LD_ 2 /8' MIN THICK PAVERS Notes: Notes: SECTION AT DRIVEWAYS WITH MIN 1/4" WIDE JOINTS 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.). PRE-MOULDED 4" THICK 4,000 PSI CONCRETE 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 1/4' RADIUS 1�2" BITUMIINOUS JOINT 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. GRADE; TOP OF PAVEMENT 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. R.O.W. (PER PLAN) 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ° ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). M ° ° ° PER PLAN PER PLAN ACCESSIBLE ROUTE (LE., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. ° 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. °°° ° ° SECTION IN FILL 6. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. ° SLOPES 3 ON 1 MAx s• CROWN 6. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. ° ° ° ° ° 2%MIN. 2%MIN. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. ° ° ° 6%MAX. BELGIUM BLOCK CURB (TYP.) 1 2%MAX 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. p' \� \/ \\///\� \\///\\ \\//\j \\ //\/ \\ j/\� \\i � ��(sEE DETAIL) on 5� / / 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5" IN WIDTH (EXCLUDING CURBING) A 5" x 5" ° ° \ \/\\\ \�\\j \ \/ 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5 IN WIDTH (EXCLUDING CURBING) A 5 x 5 PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. ° . ° • ; °• - • //\j\/ //\\ \\�\// \ //\/\\/ \\/�/�\j \ \//\� i��,��,���/���/�� ..��/��,,��,��,��> 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS °" ° • � "' 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. , , ���r����� �� . CENTERLINE ELEVATION DETAIL A DETAIL B COMPACTED SOIL SUBGRADE /,,�,��,� /,��/ TO EQUAL TOP OF CURB INDICATED ON THE DRAWINGS TO BE SET FLUSH. 1-1/2" BITUMINOUS TOP COURSE �/\��j/\��\�j\��i��� 10. TRUNCATED DOMES ARE NOT REQUIRED ON RAMPS LOCATED OUTSIDE THE PUBLIC ROW. RAMPS Notes: Notes: �/ SECTION IN CUT LOCATED WITHIN THE RIGHT AWAY SHALL HAVE TRUNCATED DOME DETECTIBLE WARNINGS 2-1/2~ BITUMINOUS BINDER COURSE SLOPES 3 ON 1 MAX. (SEE SEPARATE ROW PLANS). 1. ALL CONCRETE SHALL BE AIR ENTRAINED, 4,000 PSI 1. NON PERMEABLE PAVERS TO BE CAMBRIDGE RENAISSANCE OR APPROVED EQUAL. s" DENSE GRADED AGGREGATE BASE COURSE 2. COORDINATE PAVING PATTERNS WITH LANDSCAPE PLANS. STABILIZED SOIL BASE CYLINDER TESTING REQUIRED AS PER P.E. 3. PAVERS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Accessible Curb Ramp (ACR) Type 'D-D' 11/10 Accessible Curb Ramp (ACR) - Type 'B-D' 11/10 Concrete Sidewalk 7/12 Flush Non-Permeable Pavers (Roadway Median) Typical Road Section 6/12 N.T.S. Source: VHB REV LD-503 N.T.S. Source: VHB LD-501 .T.S. Source: VHB LD_ N.T.S. N.T.S. Source: VHB 19.7" FINISHED GRADE 7 ' 2 6.6" 9.8" SPECIFICATIONS ,or 1" MAX. CONCAVE JOINT EXPANSION JOINT EVERY 20' CONCAVE JOINT UNIT SIZE - 20" X 20" X 1" UNIT WEIGHT 18 OZ. OR 4.5 POUNDS _ _ =- STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) a z RESIN - HDPE (WITH SOME POST-CONSUMER ' _ 't?+_'e - _ 3"" HARDWOOD SHREDDED RECYCLED CONTENT - - ` ' MULCH a °< CO WEARING COURSE -.r.' I PLAN BINDER COURSE ° p • a GRASSPAVE2 SQUARES `:�'..,,-': `i:.-�'-''- ";.k'<<,:•��;<a. ,.;:'.�'�•�>> r' " < n D � � Harvest I Pointe me �.it a ADJACENT GRASSPAVE2 SQUARES _ =v 1��# 5 REBAR EXCEPT BETWEEN Cutchogue EXPANSION JOINTS (SEE NOTE 5) � NATIVE SUB-GRADE Notes: SECTION A-A CONCRETE BELOW ASPHALT # 5 REBAR EXCEPT BETWEEN CONCRETE BELOW ASPHALT WEARING COURSE SEE ENLARGEMENT BELOW EXPANSION JOINTS (SEE NOTE 5) BINDER COURSE Cutcho ue, New York 3.3" HYDROGROW MIX BELOW RING 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 3-1/2" g .9„ (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED 5-1 2" MIN. Town of Southold 2.4" RINGS FILLED WITH CONCRETE SAND Trail Section 12/14 2• CONCRETE TO CURE BY INSPECTOR OR ENGINEER)4 DAYMIN. BEFORE ROADWAY PAVING CAN BEGIN. / 3 A # 5 REBAR EXCEPT BETWEEN EXPANSION Notes: 1 � CLEAN, SHARP SAND N.T.S. Source: VHB JOINTS SEE NOTE 5 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. No. Revision Date Appvd. 444N 44,/N 444N ViN ( ) 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. ( ) (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED COMPACTED SANDY GRAVEL ROAD BASE 4. EXPANSION JOINT TO BE 5" MIN., 20" MAX. LIQUID AC 12 TOWN REVISIONS 6/14/17 AVL 95% MODIFIED PROCTOR DENSITY BY INSPECTOR OR TOWN ENGINEER) 1-1/2'" BITUMINOUS TOP COURSE 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL i�1 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. 11 SCDH REVISIONS 4/22/17 AVL 0 0 0 0 0 0 0 0 o ROADWAYS. 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. w o 0 o pa 0 0 0 00 0 WEARING COURSE 4. EXPANSION JOINT TO BE 5' MIN., 20" MAX. 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 12" COMPACTED GRAVEL o a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 00 ° 5. REBAR IS OPTIONAL EXCEPT AS REQUIRED IN INDUSTRIAL AND COMMERCIAL 0 ° Mountable Concrete Curb 3" LIQUID AC UNLESS OTHERWISE STATED 9 TOWN REVISIONS 3/27/17 AVL Q00 0 0 0 ° Oaf 5/15 ROADWAYS. $ SCDH REVISIONS 3/9/17 AVL J o0 0 0 0 0 � 0� o ° o o ° 4'" DENSE GRADED �BINDER COURSE o o a ° AGGREGATE BASE COURSE N.T.S. a 1 �I II II .I � � SUBGRADE °o0° 0 O 8 0 ° o°o Belgium Block Drop Curb Transition (At Driveways) 6/15 7 SCDH REVISIONS 2/8/17 AVL III1 SECTION po go o 0 0° ° O °�°a BELGIUM BLOCK a ° D a 3„ N.T.S. Source: VHB 1/2"" CHAMFER Issued for Date o LANDSCAPE N AREA TOP OF GRASS ROOT MASS 6 MM COMPACTED SUBGRADE 12"" 16"" INCREASE BELGIUM BLOCK REVEAL TO 6" IN Jul10, 2015 o (1/4") ABOVE TOP OF RING FINISH GRADE 1 A TRANSITION AREA. MAINTAIN TOP OF CURB y N GRASSPAVE2 ATTACH WITH Notes: 95% SOIL COMPACTION JOINTS (SEEENOTETS)BETWEEN EXPANSION ELEVATION AS PER PROFILES. C \ SNAP-FIT FASTENERS CURB INLET, SEE DETAIL SCTM. 1000-102-01-33.3 L./�G/_/\� ROOT MASS TO FILL ° O' O 'O\ - - - GRASSPAVE2 1. ALL BITUMINOUS CONCRETE USED FOR DRIVEWAY PAVEMENT SHALL BE PLANT o ° COMPACTED Drawing Title a j��/�o a o 0 0 0 0 0 0 0 0 o MIXED. \��� e ° '° °'° AGGREGATE BASE Notes: -} 2. ALL DRIVEWAY MATERIALS ARE SUBJECT TO LABORATORY TESTS TO DETERMINE IF �� 12" COMPACTED GRAVEL THEY CONFORM TO THE SPECIFICATIONS. �j� ° 6 6 ��j��j�� 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. J o Site Details I BASE COURSE 3. SUBBASE MAY CONSIST OF NATIVE MATERIALS IF FOUND SUITABLE BY THE �� ������ (TEST CYLINDERS FOR CONCRETE STRENGTH MAY BE REQUIRED, AS REQUESTED ENLARGEMENT ENGINEER/INSPECTOR. IF DEEMED UNSUITABLE THE SOIL SHALL BE REPLACED BY °° ������ BY INSPECTOR OR ENGINEER) j�\��\LLJ / \\ Notes: 4. IN AREASUOFRF DL FILL AS DIRECTED BY THE ENGINEER/INSPECTOR. �� °4 e ° 4000 PSI CONCRETE 2. CONCRETE TO CURE 14 DAYS MIN. BEFORE ROADWAY PAVING CAN BEGIN. / SUBBASE SHALL BE PLACED IN MAX. 6"" LIFTS AND ��� m �x������ 3. CONCRETE MONOLITHIC POUR, MUST USE FORMS FRONT AND REAR. a a ��/ \-��j/��j��� s"COMPACTED GRAVEL 1. GRASS /PLANT TYPES SHALL BE SPECIFIED COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY. /�\ \// UNDISTURBED OR 4. EXPANSION JOINT TO BE 5" MIN., 20" MAX. /���/ �/! COMPACTED SUBGRADE BANDSCAPDSDESIG ER ARCHITECT OR 5. SUBGRADE IS TO BE FREE FROM DEBRIS AND UNSUITABLE MATERIAL AS 5. REBAR IS OPTIONAL EXCEPT IS REQUIRED IN INDUSTRIAL AND COMMERCIAL o a w DETERMINED BY THE ENGINEER/INSPECTOR AND SHALL BE COMPACTED TO 95% ����������������/������� COMPACTED ROADWAYS. 2. COMPACTED GRAVEL BASE SHALL EXTEND MAX. DRY DENSITY. n A MINIMUM OF 12" BEYOND THE EDGE OF SUBGRADE INCREASE SLOPE TO MEET 6. SUBGRADES TO BE VISUALLY INSPECTED AND TESTED PRIOR TO PLACING ,��/,��/,��/,��/,��/,��/,��/,��/,� 10' 10' Drawing Number r\ GRASSPAVE UNITS AT UNRESTRATINED ROADWAY SUBBASE COURSE. CURB INLET GRATE N EDGES �o Grasspave2 Landscape Island Reinforcement Bituminous Concrete Pavement Section (Driveway) 9/04 Flush Belgium Block Curb 12/11 Belgium Block 5/15 Belgium Block to Curb Inlet Transition 6/15 N.T.S. Source: Invisible Structures, Inc. N.T.S. Source: VHB R9V LD-430 N.T.S. Source: VHB REVLD_409_REV N.T.S. N.T.S. Source: VHB m Cm6 a� C Sheet of 17 29 C a Project Number Cn 29305.00 6 SCDHS Reference # C10-06-0013 \\vhb\pro/\Long|s|ond\29305.00 Heritage Cutohogue\ood\ld\P|onset\29305.00_DT.dwg Jd � SELVAGE OF FABRIC KNUCKLED TOP & BOTTOM 4 BUT SUFFICIENT TO KEEP SEDIMENT ON SITE 10 10' HIGH CHAIN uwx rswo|wo 3/16" LU SILT FENCING CENTER RAIL /-2" DIAMOND MESH � CHAIN LINK FABRIC END CAP � TRUSS ROD 4"DIA SEAMLESS STEEL PIPE SWING W ARM AND POSTS ASTM A53, � LU STANDARD WEIGHT J 3/16- 0 1/2- ROUND �STOCK �DQiO�8�iD�, �U[V8ViDQ �� Lan 5[3D8 /\[[ t8CtUPe, P[ LLJ SINGLES NET POST 1' MIN. COMPACTED ASPHALT SURFACE COURSE \--TENSION WIRE 0� �OOK�OtO� �3r�m«�V (3� osw |�| |-| 0 ~~ ''```"' -� �- MIN. COMPACTED ASPHALT LEVELING COURSE �_-� �-�� �� nswTsn) E]eVafi0D �� � ' SU|t8135 Of [) O DOUBLES ' `" ��3U��3UQ8 K]V ��7�� ' '`�' ' `~' AND PADLOCKC� Hauppauge,� ' ~~ (42 CENTER TO � MIN.0 09COMPACTED BASE COURSE osw��) TOP RAIL � 631.787.3400 onueLEs SIDE LINE '`'` | | LINE POSTS`~ �'` END� ~ UK / �ZCONSTRUCTIONEwru^wcEFOUNDATION opCOMPACTED `----COMPACTED SUBGRADE | z/*^STONE BLEND ouw.v.srm'Eoo.r.AppuovEo�c.� FILL ro1u^(w/n)ABOVE Ex/sr/wG GRADE FOR DRAINAGE. 1" BEVEL 0 COMPACTED GRAVEL (TYP.) Asphalt Section for Freeze/ThawFreeze/Thaw Climate \/'2 MAX. S/umc/FIN. GIRD. WIRE LL_ 3^ DIA. SEAMLESS STEEL PIPE SWIVEL . . . 12 D|A. ---' POST ASTM A53, TYPE 3 ' CRADE PLAN VIEW 0 ^B^ EXTRA STRONG WEIGHT (O.D. Notes: ` | ' | \ � | CONCRETE FOOTING NC `�-'��' 1 | / 1. Tsww|o oounTo FEATURES N 11111010 ASSOCIISPECIFICAINCLUDING, NETS, wAnx|woo' ETC SHALL as INSTALLED }|A so PER ux Tsww|o (�O00 pS|_TypE I) ' � | �0000|Aow opso|r|o� ows. ` ' -------- (0- | u. ALL o|wswo|owo ARE To THE ouTs|os soos or THE PLAYING uwso' WITH THE sxosPnow or THE �--� oswTsn uwso wm|oH ARE wsAoonso OUT To oswTsn. 7 / EXISTING GRADE o. THE oswTsn SERVICE LINE AND oswTsn wAnxo SHALL BE u |woHso vnos. onHsn LINES SHALL BE 10, DIA. @L|NE POSTS asT*ssw 1 AND u |woHso WIDE sxosPT oAos LINES wm|oH MAY as UP To 4 |woHso WIDE. OR 1'- ^ @ CORNER' Notes: R 4. nsoowwswoso COURT SLOPE: 0.83% MINIMUM, 1.00% MAXIMUM. PULL OR END POSTS -----/ Note: o. Tsww|o oounT ooLonx To BE 000nmwATso WITH o*wsn Pn|on To oowsTnuonow. ----^ 1 SHOP PRIME PAINT EXPOSED SURFACES CONSTRUCTION ENTRANCE-FOUNDATION opCOMPACTED ��Ctl0D ' | -------- 1 MATERIALS TO BE SUPPLIED AND FIELD PAINT EPDXY ENAMEL-YELLOW. | z/*^STONE BLEND ouw.v.srm'Eoo.r.AppuovEo�c.� HAY BAIL AND/OR INSTALLED IN CONFORMANCE WITH. , ____�+, p/uro1u' (w/n)ABOVE Ex/sr/wG GRADE FOR ou^/wAGc SILT FENCING "CHAIN LINK MANUFACTURER'S 2. PROVIDE MASTER, PADLOCK WITH S ^ WORKING KEYS INSTITUTE" PRODUCT MANUAL. . J. 3'000 PSI CONCRETE FOOTING CROSS SECTION 78" Asphalt Tennis C t 5/15 6" to 12" Chain Link Fence s/oa Emergency Gate (Double) 2/0e Temporary Construction tt~ E t N.T.S. Source: United States Tennis Association N.T.S. Source: VHB Lo_480 N.T.S. Source: VHB REV LD-486 N.T.S. Source: Town of Southold SW-06 6.. �.. I0' 1 5/8^ TOP/BOTTOM RAILS LJ Ld LIGHT POLE & ANCHORING �� AS runm/Sncu BY POSTS �� POLE MFG. WITH PRESSED DOME CAP(TYP�) � o > MADRAX MODEL H36-11-SF-P z 2.5" LINE POST g LOOP HEAVY DUTY -^ BE PAINTED SCOKELlNETYP.) CHALLENGER BICYCLE RACK (0R APPROVED EQUAL); COLOR TO �o �o BE SELECTED BY OWNER. | / REBAR PER MANUFACTURES C14 0 OR STRUCTURAL ENGINEERSGA. MESH; BLACK >< :x x §' HIGH BLACK VINYLSPECIFICATIONS -- CHAIN LINK FENCE; 9 �A� MESH; BLACK MOUNTING' PLATE VINYL PRIVACY SLATS 18" FINISH GRADE (MATERIALS VARY) /-4000 PSI CEMENT x X )<> LAG BOLTS (TYP.) CONCRETE (TYPE 11) 3/4' CHAMFER FINISH 26" CONCRETE 4' MIN. CONCRETE PAVEMENT 0 5000 PSI TYPE II 12�LJ CONCRETE CEMENT �JCONDUIT AND GROUND ROD 3^X3^ STEEL POST 0 | � GRxvEL BASE CONNECT TO INSIDE METAL OLE 6^ STEEL BOLLARD �Yp�) - C) SIZEL_ GRADE LINE �L �' DOUBLE 6x 6x 10/10 \ �--cnwpAC TsD GA ��F APPROACH APRON GRAVEL . S_ _ BITUMINOUS OR- CEK4ENTCONCKETE COMPACTED bi , �^ suonn�o� `� u' 1o' oowoREns Foonwu (TYP.) "°L' L"'°" ' @ ���y�Yy���� COMPACTED OR /b �OUN�NG UNDISTURBED PROCEDURE AS 8UBGRADE ---, PER MFG. SPECS Notes: Section--------' -P-l-a-m-- 1' DUWPSTER PAD DIMENSIONS SHOWN AS MINIMUM. REFER COMPACTED / 3UBCRADE --' TO PLAN FOR ACTUAL DIMENSION. Notes: 2. CHAIN LINK FENCE, GATES AND RELATED ITEMS TO BE 1. LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS SELECTION AND GEOTECHNICAL SITE INVESTIGATION. INCLUDING POST SIZES, SUPPORTS, FOOTINGS' ETC. 2 ALL REBAR AND FOUNDATION DIMENSIONS T0 BE DESIGNED BY STRUCTURAL ENGINEER 0R PER . Note: MANUFACTURES SPECIFICATIONS. 3. FENCE POSTS SHALL NOT BE SET IN THE SLAB. 3. PRECAST LIGHT POLE BASES REQUIRE CERTIFICATION FROM THE MANUFACTURER OR SUPPLIER 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S THAT POLE BASES ARE DESIGNED FOR THE WIND LOADS AND STRUCTURAL REQUIREMENTS OF THIS 4. CONCRETE SLAB SHALL BE SET FLUSH WITH ABUTTING RECOMMENDATIONS. SPECIFIC SITE AND LIGHTING FIXTURES. ASPHALT. Light Pole Foundation Detail 2/11 D tePad w/ Chain Link U' Fence Enclosure 5/12 Bicycle Rack (Surface Mounted) N.T.S. Source: VHB REV LD_310 N.T.S. N.T.S. Source: VHB SAND BAG OR DRIP UNE 2' MINIMUMALTERNATE T Of STORM 2EADE Asw AW LL SEWER , TREE TRUNK ui VELCRO CLOSURE 2^ STONE �� (� ' ' ' � � � �1 � � �� - NN �������� ����°0���� ��� Harvest �'�Unm �� � � FILTER CLOTH 4^ SPACER CH ' I�orcm� �- �� �~ ' '-- �- �`�y � �U N ��-������U N�� 1. AREA CHOSEN FOR STOCKPILING �/ ���� �_. .,�p����~� LIFT STRAPS - OPERATIONS SHALL BE DRY AND STABLE. � USED FOR INLET TO - ' �o������o�(�T|V� V|�VV �-��������ueU���� ������ EASY PIPE �~ 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE PERSPECTIVE--- ' ' ' -- ' '-- ' ' ~^ ~ ^^ �� ' ^ ~ York /' 6' MAXIMUM SPACING 2:1. -�����U� ��� ����K��U���U^� MOVEMENT 4��w // OF 2^X4^ SPACERS . n Southold n^� ANDL/�� PlINSPECTION LFan � UPON COMPLETION OF SOIL STOCKPILING, ' ~ ~ ----- � ' 3G^ �W|N|�WU�W 2x2Revision EACH P|LE SHALL BE SURR0UNDED VNTH - - -- - EITHER SILT FENCING OR STRAWBALES' THEN FENCE POST zz TOWN REVISIONS 6/1*/17 AVL ANCHORS STABILIZED WITH VEGETATION OR COVERED. zz Sco*RsxSIowS */zz/zr AVL /� . ' � o vvuvcm WIRE FENCE �z - ^ ^ ^ 4 SEE SILT FENCE DETAIL 0N THIS SHEET 1 x1 xG ORANGE PLASTIC ' zo REVISED o��op*� woPLAN PER TOWN *�/ r AVL - CTONE NCE (TYP.) `- '' - '-' '- ''''' ' (nGRATE � � o TOWN REVISIONS 3/27/17 AVL FILTER CLOTH � X 4" r Sco*RsxSIowS z/x/zr AVL CLOTH ACER MESH ---� � 2" x 4" WEIR ___' EK�BEDF|LTERCLOTH o 3TAB|L|ZE ENT|RE P|LE = MIN. M W� l G^ INTO GROUND _YL___ Issued for Date WITH VEGETATION OR COVER w ]W��/ T�, ��T� � FROM TOE wSPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EDS OF 40-85. | NOTE: ' W `- � �---- Y = 2 WOODEN FRAME SHALL BE CONSTRUCTED OF 2" 4^ CONSTRUCTION MAXIMUM ��������~ � ������ � ��~� ��� �� �� �� � ' « SCTM:U�U. �������-�����-���-��.� GRADE LUMBER, 1/2 ACRE / 1OOLINEAR FEET Drawing Title � Mechanical Properties Test Method Units MARV3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH | | | | | | 0 MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT Site Details 11 = ' \ ��E[�T|[)N OETA|L � IT SHALL BE SHAPED AND SECURELY NAILED TO A 2" 4^ WEIR, �`-' « ' ����V���m� (3) EQUALLY Grob Tensile Elongation ASTM D 4632 % 24 X 10 ---------- � 4. THE WEIR SHALL BE SECURELY NAILED TO 2" x 4^ SPACERS SPACED TIES `(TYP') SILT ���J(�� DETAILS � 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. ��.^- . FENCE ^�^- . , ".^-�� � Trapezoid Tecir Strength kN (Ibs) 0.51 (115) X 0.33 (75) n, UV Resistance % 90 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED cz BY 2^ x 4^ ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE � INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS, 3TRAYYBALE3 OR �2 ' ������: �f��' ---- ---- c� S|LTFENCE � MAXIMUM DRAINAGE AREA 1 ACRE 1. INSTALL TREE PROTECTION FENCE AT THE u' AL DRIP LINE OF EXISTING TREES TO REMAIN. Drawing Number �6 NOTE: THE DANDY BAG9 WILL BE MANUFACTURED IN THE U.S.A. FROM A ODE alm _ WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: � Curb DD.ol0 Inlet Protection Tree Protection Fence 6/08 Soil Stockpiling S~Ut Fence DETAIL OF INLET SEDIMENT CONTROL DEVICE Cm6elN.T.S. N.T.S. Souroe: VHB Lo_s10 N.T.S. oouroo� y��T�S� sourno� Tn°n o, soumo|u s�-o� _ m C Sheet of - � �� �[� � �� �� F33/1 � � Project Number Cn 29305'00 SCDHS Reference # CIO-06-0013 \\vhb\proj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-DT.dwg E O V Jd s CONCRETE BRICK & MORTAR (OR CIRCULAR Cl. FRAME WITH SLOTTED COVER OR SOLID CAMPBELL FOUNDRY FRAME PIPE .)IMNEY WHERE COVER OR AS SHOWN ON PLAN AND COVER NO. 1009 REVD.) FINISHED GRADE OR CIRCULAR INLET- SEE PLAN 00, 0 3 „ CAST IRON INLET LOAM & SEED 2' MANIMUM XIMUM M UPFAEDE C)z_ FRAME & SOLID FINISHED GRADE 1 1 2' 2" GRADE COVER TO GRADE. I� -111-11-"' PRECAST SOLID WALL / -- ADJUST TO GRADE STONE BACKFILL III g a° °. ° -I SHALLOW DOME WITH CONC. BRICKS AMERICAN-MADE C.I. FRAME WITH -C. W36 1=11 &� ° °`b ° °°0 111111= 200 SLOTTED COVER, CURB INLET FRAME BRICK MAY BE USED TOREINFORCED, 4,00o PSI II= 3'-O" MIN. a �� = EQUALIZATION PIPE TO BE - - WITH MORTAR �>c ADJUST CURB INLET CASTTRAFFIC BEARING TOP OF RINGSAND GRATE OR SOLID COVER, AS ° °� d� �° . _ COLLAR °o 1 = INSTALLED AS PER PLAN 5" (TYP.) 24" (4"MIN.-12"MAX) Half Plan - Dome To e° °a - IRON GRATE & FRAME TOCONCRETE SLAB 1111111 0° o .. ,.,C f - P INDICATED ON PLAN. NEENAH, SURFACE ELEVATION A - V III=1MAXIMUM OF 12 INCHES. REINFORCED 4,000 PSI =III 1919® ® ® ® "'" WRAP DRAINAGE RINGS WITH [ , CAMPBELL, OR APPROVED EQUAL j IT ° o - 111= \ MANUF. IDENTIFICATION DRA TO BE SEEDED SLOPES TO VARY �_ _� PRECA T CON RETE 1=11 g°° ° INVERT FLOW I_ GEOTEXTILE FABRIC SUPAC 4NP, CAST IN WALL _ SET 6' ABOVE GRADE. CATCH BASIN - = -s cIII-III _ -"'- 111_ STANDARD STEPS _ 1919 ® ® _ EQUAL - - - - -.III cg � g ® ® II II MIRAFI 140N OR APPRD° WHERE DRYWELLS ARE 1111 °� ° 191919 19 ® ® ° 1111111 " SQ. OR .. DIA. =1 PRECAST SOLID WALL DOME. Rim Deta><1 ® 1s' o.c.-ryP. Q = o ° o _ oa o ° ° o° III= x =II ° _ III= INSTALLED UNDER PAVEMENT - - - Engineering, SUIV n & ° � .III o° o II1=1 ° _° 8 ° ° _ �, III ` ° °° II-�I - MASONRY - - SELF-SEALING BUTYL ° - RUBBER CASKET Surveying CO III ° � oo g B °° O =III MIN. 6" WASHED "' 1=11 ° ° ° 19IB® ® 19 19 2' III= BACKFILL UNDER AND 4'-0" -I 1=III III- =III ° ° 11=_ AROUND DRYWELL WITH R= 1J I STEEL REINFORCED Landscape Architecture, PC ' = 9 Oo o° =� STONE BEDDING = °a °� 1919® ® ® ® '"" ° (MI.)O = OR AS SHOWN _ - GRANULAR MATERIAL COPOLYMER III=1 o TOP OF RINGS °° IIIII� CURB INLET DETAIL _I�I a ° ° ° 8° III CONTAINING LESS THAN z - - - - - POLYPROPYLENE or Parkway =111 111= EQUALIZATION PIPE TO BE ° STEPS REQUIRED o° 0 -III �� _ III- 15% FINE SAND, SILT AND 2., CD o o �1=III =°o ®®® ® ® ® �: ° ° =III Motor o z III= o3C, g _ =_ INSTALLED AS PER PLAN. cast IRON cuR6 INLET o 0III= ° ° ° a ° III= CLAY (SILT AND CLAY v FOR STRUCTURES Suite J -III ° o - REINFORCED, 4,000 PSI GRADE GRATE & FRAME. to ?I-111 8° O° o III FRACTION NOT TO EXCEED 11" o W 7„ _ S •t 135 oN J II °� STORAGE INVERT FLOW -_� TRAFFIC BEARING III 19IID® ® 19 19 , , o° _ ° III= I GREATER THAN 4" DEEP Hauppauge NY 11788 0 0 _ 5%) - SEE NOTE 6 , -III a III- 3' WIDE SAND & GRAVEL COLLAR Notes: CONCRETE SLAB N z1=111 ° ° / w >< a �I a° a VOLUME _ ° _ =� BRICK MAY BE USED TO 6 a-III 19®® ® ® ® ° IIITI 631.787.3400 =III o 100.88 CF VF = ALL AROUND. (SEE NOTE 6) -�- ADJUST cuR6 INLET ca T w �1=1I a o ° ° `° Q REINFORCED 4,000 PSI o_ ° ° ° o ° - - - m CONCRETE FORMED ° ° ° =1 1. ALL PRECAST STRUCTURES SHALL BE PROVIDED WITH PRECAST CONCRETE 26"- IRON GRATE & FRAME TO BOTTOM a �IIIII o8 8 19IB® ® ® ® ;; , °a °cn 11111= F TO CL OF PIPE �, III ° ° 3 III- BACKFILL UNDER AND AROUND SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND CATCH BASIN SURFACE ELEVATION A OF RINGS 2 MINIMUM CLEARANCE TO CO 4 4 4 4 o ° - MAXIMUM OF 12 INCHES. SLOPE PER FOOT N IIIII (MIN.) o III= DRYWELL WITH GRANULAR SHRINKAGE, AND SHALL BE DESIGNED FOR HS-20 LOADING. 48" 1=11 ° o ° III= Z HISTORICAL HIGH GROUNDWATER ( ) CD = 11= ° 0°° g° ° 11 MATERIAL CONTAINING LESS s" -III ° °o o °o II-N - ° ° MIN. FROM 5'-0" 1=11 ° Ilf PER COUNTY RECORDS. MANHOLE TYPE "A" =III "` "'' "' 1= THAN 15% FINE SAND SILT AND -III- o° _ °°° ° °q a°a 11= CURRENT EXISTING GW MONOLITHIC BASE �L �,. o� 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST To 20'-0' ° OUTSIDE DIAMETER 11=1 CLAY SILT AND CLAY FRACTION STRUCTURES SHALL INCLUDE MANUFACTURER'S 6" IIIIIIIII �EE°RL�P° ° ° GROUND 11ER ELEVATION TO BE CONFIRMED II II =°o ° ° °0.o ° 111= ( O. \\vhb\prcj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg E O V Jd s 00, 0 10 Table Of Dimensions BENDS B C D E F BENDS B C D E F 6- 11 1/4' 8" 15" 12"" 24" 12" 6" 45' 8" 30" 12" 24" 14" 6" 22 1/2' „ 19" „ 13" 6" 90. 30" „ 27" 8" 11 1/4' „ 20" „ 12" 8" 45. 30" 24" 8" 22 1/2' „ 22" „ 17" 8" 90. 38" 36„ PAVED AREA 12" 11 1/4' „ 30" „ 15"" 12"" 45' 40" 40" SEE APPLICABLE 12'" 22 1/2' " 35" " " 25"" 12"" 90' " 60"" " " 52"" Engineering, Surveying & PAVEMENT SECTION LANDSCAPED AREA Bends E Landscape Architecture, PC \% COMMON FILL/ � ,\/i, 100 Motor Parkway FINISHED GRADE COMPACTED GRANULAR FILL ORDINARY BORROW 1 B °\\ 1 C D ° /\ F � Suite 135 SAWCUT °° \\// \ ° �\�i IN Hauppauge, NY 11788 -1 I-1 I-1 I- -1 I-1 I-T VALVE BOX COVER J, UTILITY PIPE '\\;�\j\\ ° °°o= a °a ° DEPTH AND SURFACE UNDISTURBED PER PLAN OR AS j \%\\j\\ / j\�j TREATMENT VARIES SOIL DETERMINED BY ENGINEER 1-1/4" X STEEL \\j\\ ° ° ° / \r\ rr an Section 1-1 ' STRAP SHAPED TO \\j\ c b ° VALVE I\//\o e ° o //\\' Table Of Dimensions ADJUSTABLE CURB BOX POLYETHYLENE WATER PIPE j/\\ ° a o ° \\%� TEES G H I J TEES G H I J > FILM :///\\ ° \\� WARNING TAPE 6""x 6""x 6"" 12"" 24"" 24"" 18"" 12""x 12""x 6"" 12"" 24"" 24"" 18"" coo GINGHAM & TAYLOR FIG. No. z / , 0 4901 BUFFALO TYPE, g /\\ ° ° o o O o° ° //j/, N1 8""x 8""x 6' 12""x 12""x 8"" .. 24"" COMPLETE OR APPROVED ° \ ° ° O 0Oo \\ Ci ° 1" WATER SERVICE EQUAL ° x o N /i\ o ° o °a //% Q 8 x 8 x 8" 24"" 12""x 12""x 12"" " 36" 36" a° PIPE (PVC) CURB STOP MUELLER H-15204 ° a a o a o //\� O O ° o°. 00� / w Tees \ OR APPROVED EQUAL E o w \/ ° ° o a //% " DIA. BAR TOP 3" 0M °O °�°� a THREADED %//\\ o O° °° /\\j HAND TAMPED HAUNCHING 2 j o° o° O °//j i COMPACTED BEDDING C' �a �jJ H I. 1 - CONCRETE ANCHOR 45' ELBOWS V. BLOCK 3LD ' COMPACTED \� UNDISTURBED Note: SUBGRADE plan SOIL Section 2-2 CORPORATION STOP MUELLER H-15000 OR APPROVED EQUAL WATER MAIN DROP CROSSING LOCATIONS TO BE DETERMINED IN WITH APAC FULL BODY FIELD BY ENGINEER. SUPPORT INSERT SERVICE NOTES SADDLE/107 Notes: 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH WATER MAIN DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE VALVES, AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR SPECIAL SECTION REQUIREMENTS. TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE Note: VALVES. 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND 1. ALL WATER LINES SHALL BE INSTALLED FITTING. AT THE LINES AND GRADES SHOWN ON THE PLANS. 3. CONCRETE SHALL BE 3000 PSI-TYPE I. Water Service Detail Valve Anchor Detail 11/15 Water Main Drop Crossing Detail Utility Trench 116 Concrete Thrust Block 10/10 N.T.S. N.T.S. VHB N.T.S. N.T.S. Source: VHB LD-300 N.T.S. Source: VHB LD 260 7"-O"" 4'-5"" 30" x 36" OPENING IN BILCO DOOR SHOWN MUNICIPAL STANDARD HYDRANT TOP SECTION (LOOKING CONCRETE COLLAR IN OPEN POSITION HINGE STEPS DOWN & SHOWING STEPS) TO BE POURED WITH (Q3-AL OR EQUIV.) CONCRETE COLLAR PUMPER CONNECTION TO BE CENTERED IN 48" x TOP SLAB TO BE POURED TO FACE ROAD. 53" TOP CONCRETE SECTION WITH TOP SLAB FINISH O DOOR IN OPEN POSITION `� GRADES (HINGED THIS SIDE)FACE FINISHED GRADE CURBING 3,\TYPICAL (SEE NOTE 2) DETAIL OF VALVE Z 2• CLEAR . -"I c I I3 0 S^ ^ ,, � OR TO MUNICIPAL STANDARD) BOX OPENING _J #3'S @ 2'-0" O.C. - VERT. STEPS--\ GATE VALVE WITH � o�w U - ADJUSTABLE RISER, + I Q 0- O ", O BOX AND COVER O� >� #4S C� 12 O.C. - HORIZ. AEPK" ' A P' t:T PAVEMENT o / �aa N E EARI SURFACE �.... INLET SIDE o >� "" "" OUTLET SIDE + SURFACE SURFACE FINISH FINISH 1" CLEAR (MIN.) 1 _2 SEE VAULT & BY-PASS � I -- PIPING NOTES 3,4,7 & 10 LIFTING HANDLES 13"" �J #5 BARS ft COMPACTED 6" 0.C. 16 FOOTING BACKFILL /�/i�/��/i�% u.. /� FOOTING (BOTH WAYS) 18" SQUARE : •° - % WINDOW OPENING THRUST BLOCK - MIN. // 7/8" ALUM. STEP-ALCOA #160278 6 COARSE GRAVEL FILL � P.S.T. %\ v BEARING 9 S.F., DO /i� Plan - Top Slabs (APPROX. 1" - 1 1/2" IN SIZE) - RXT'F "" A � NOT BLOCK DRAIN. i Elevation Area Only Non-Traffic Area Only �" A1� 6" DIA. PIPE \i SPE '" "" f�E "" "" �\\ TEE \; Vault and By-Pass Piping Notes: COWE,RC L CUP,$ F E 0.r L \\\ ° \� As Viewed From Street 6 ag \i 1. VAULT, VAULT PIPING AND BY-PASS TO BE INSTALLED BY SITE WORK \\20"(MIN.) CONTRACTOR AS SHOWN. (SEE TYPICAL VAULT AND BY-PASS PIPING.) WURINGF "� W i\ -°' ° UNDISTURBED 2. ALL MECHANICAL JOINT BENDS AND FITTINGS MUST BE RETAINED WITH SCDHS Approval Sulpyxil 7A1Pe ij\ ° DEARTH OR RETAINING GLANDS, THREADED RODDING AND SUFFICIENT BLOCKING. 10" TEE , %\\ MECHANICAL o PROVIDE 10" SENSUS iPERL �\ 0 o ° ° COMPACTED 3. ALL PIPING MUST BE DUCTILE IRON CLASS 52 PIPING. (2 TYP.) JOINT (TYP) 8° o oQ °°o0 \iEMBANKMENT 4. INLET AND OUTLET VALVES, PLUS PIPING BETWEEN VALVES, MUST EQUAL SIZE METER PURCHASED FROM ",:c ° ° w D I X HILLS WATER DISTRICT CUDE /,//,/,,r. /,,/,,/i/���\/ / /\/\/\/\/\/\ OF METER. IF REDUCTION IS REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR w \•\ .\ \ (W/ FLANGED CONNECTIONS) SUPPLYING ADEQUATE SPACE SAVER FLANGES TO ACCOMMODATE METER. CONCRETE 18""x18'x6' METER SIZE IS TO BE DETERMINED BY THE SUFFOLK COUNTY WATER Cf) INLET SIDE THRUST BLOCK CONCRETE BASE OUTLET SIDE AUTHORITY. COMPACTED CRUSHED STONE 5. ALL VALVES TO OPEN COUNTERCLOCKWISE (RIGHT HANDED VALVES). SUBGRADE (MIN. 1/2 C.Y.) 6. BY-PASS PIPING CAN BE ON EITHER SIDE OF VAULT DEPENDING ON FIELD CONDITIONS AND FIRE LINE LOCATION. Notes: 7. INLET AND OUTLET VALVES TO BE IN LINE WITH EACH OTHER AND AT THE 310,00 'P.E.I. SAME ELEVATION AS WINDOWS IN VAULT. IN ADDITION, PIPING MUST BE IC E"d'1E 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON CENTERED THROUGH EIGHTEEN (18"") INCH SQUARE WINDOW. 9 '8 DAYS UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER 8. FIRE LINE TO BE INSTALLED ON OPPOSITE SIDE OF METER BY VAULT BY-PASS. TYPE 'INC" pE ""'WO ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS 9. AFTER INSTALLING PIPING THROUGH METER VAULT, THE CONTRACTOR IS 10" NRS GATE 1 h LP cu alt UPIR PROHIBIT THE USE OF THRUST BLOCKS. REQUIRED TO BRICK UP AND CEMENT BOTH WINDOWS OF VAULT. VALVE (3 TYP.) 9,_4„ 10" 90' BEND-/ '?rep*r a,m�d +IPr ly 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK PASSAGE WIDTH OF 3 FEET AT HYDRANT. I L. DATE Hydrant Construction 6/08 Vault and By-Pass Piping System 12/98 N.T.S. Source: VHB REV LD-250 N.T.S. Source: SCWA Notes: TYPE ""C"" MOUNTABLE CURB SHALL BE WITHIN THE TOWN OF SOUTHOLD RIGHTS OF WAY N OUTLET SIDE LINE VALVE Harvest Pointe at SLAM LOCK _,_ _ 8" MIN. Cutchogue G) HEAVY DUTY CHECK CHAIN INLET SIDE OUTLET SIDE ®® ® RED VINYL GRIP CutC ogue, New York •�o' MIN. IN Town of Southold FRONT OF REMOVABLE COVER PLUG BILCO AUTOMATIC No. Revision Date Appvd. HOLD OPEN ARM 12 TOWN REVISIONS 6/14/17 AVL BILCO TYPE HATCH OR APPROVED U TYPICAL BYPASS EQUAL (SEE BILCO DOOR DETAIL) 11 SCDH REVISIONS 4/22/17 AVL SEE NOTE 11 BILCO 1/4"" ALUMINUM CHANNEL REMOVABLE SQUARE KEY w PLAN (SEE VAULT STEP DETAIL) FRAME W/ RECESSED ANCHORS WRENCH 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL FEBCO MODEL LF860 - 10" TEST COCK RPZ OR APPROVED EQUAL 9 TOWN REVISIONS 3/27/17 AVL J (TYP. OF 4) WITH NRS GATE VALVES #5 BARS @ 12" O.C. 6'-0" x 4'-0" DOUBLE LEAF BILCO _--1/4- ALUMINUM DIAMOND 8 SCDH REVISIONS 3/9/17 AVL i INSULATED DOOR WITH SAFETY CHAINS PATTERN PLATE COVER 7 SCDH REVISIONS 2/8/17 AVL m 20' MINIMUM AND SLAM LOCK OR APPROVED EQUAL 8'x8'x4'-6" HIGH PRECAST RPZ (SEE DETAIL BILCO DOOR DETAIL) (4) ADDITIONAL #5 BARS MANHOLE MANUFACTURED BY LONG (TYP.) 4 SIDES 1/8 DIA. NEOPRENE BILCO HEAVY DUTY OS&Y SHUT OFF VALVE ISLAND PRECAST OR APPROVED EQUAL CONTINUOUS BUMPER CONTINUOUS EPDM FORGED ALUMINUM (TYP. OF 2) ALL AROUND DEBRIS GASKET 999 � �=1 5"-6" MIN. 5"-6" MIN. HINGES W/ STAINLESS Issued for Date TO METER TO TOE OF /,//\\j\\\/\\\/\\\/\\ \/\\\/\\\\\\\\\\\\\\j/\\j/\\j\\j\ o TOP SLAB DETAIL STEEL PINS VAULT SLOPE \�� 12" \/\\�\\�\� SEE NOTE 5 4/07 July 10, 2015 O FURNISH AND INSTALL METER \/�\\/�// (6" PVC MIN.) G A N VAULT AS PER S.C.W.A. DT-201 /�/ N.T.S. Source: VHB LD_ a ° SCTM: 1000-102-01-33.3 T / PIPE STANTIONS Backflow Notes: Drawing Title \�//\�//\�//\�//\�/// \/�\//\//\//\//\\ /��/j//�////\ (TYP.) 4'-6" o , 1/4" SUPPORT PLATE ~ \`\/�\i/�\i/�\i/��i/ / 30" DRAIN BE MUST 1. THIS DEVICE MUST BE PROTECTED AGAINST FREEZING. WELDED TO FRAME 18" MIN. 2. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING (30"" 5>» 8 MINIMUM CLEARANCE). a '� a OUTLET SIDE 3. ALL CONNECTIONS T'S, HOSE BIBS, IRRIGATION ETC. MUST BE 3 rr LINE VALVE \\�/\ INSTALLED AFTER DOWNSTREAM OF DEVICE. LIFTING MECHANISM W/ REINFORCED 116" -,N LLJy��\//\\ DRAIN TO DAYLIGHT 2 ( ) COMPOSITE TUBES & ELECTROCOATED 1-1/2"" DRAIN COUPLING oa cn RPZ VAULT \�\ 6"" MIN. ABOVE GRADE DRAIN(S) COMPRESSION SPRINGS 8 8 (BERM AREA) ���i\ 4. DRAINS CANNOT BE SUBJECT TO FLOODING AND MUST HAVE 4 W I� � \\ EXTERIOR SCREEN(S). TO DISPOSAL OR '5 .. 5. DRAIN PIPE SHOULD BE SIZED ACCORDING TO MANUFACTURES INLET SIDE TO FACILITY FLOW CURVES TO DETERMINE MAXIMUM DISCHARGE RATES. DRY WELL a 157„ Drawing Number N 6. DEVICE MUST BE ADEQUATELY SUPPORTED TO PREVENT 16 RELIEF VALVE (� ASSEMBLY LATERAL MOVEMENT. DEVICES 2"" OR LARGER MUST BE 14" f' SUPPORTED TO FLOOR WITH PIPE STANTIONS. NOTES 7. ENCLOSURE MUST HAVE WEEP HOLES FOR DRAINAGE. PROFILE VIEW 8. SUPPORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT CM8 1. SEE SEPARATE WATER/SEWER DETAILS FOR THE FUNCTION OR ACCESS TO RELIEF VALVE. METER VAULT SPECIFIC RPZ AND WATER MAIN DESIGN INFORMATION. 9. DEVICES MUST HAVE USC FOUNDATION OF CROSS CONNECTION C APPROVAL. o� Sheet of T 10. DEVICES MUST BE TESTED ANNUALLY. BILCO DOOR DETAIL 4/07 20 29 RPZ & Meter Vault 12/14 11. ACCESS LADDER TO BE PROVIDED. VAULT STEP DETAIL 4/07 Source: SCWA / FEBCo 12. CONCRETE SLAB TO BE SIZED ACCORDING TO MANUFACTURER'S N.T.S. Source: BILCO LD_ N.T.S. Source: VHB LD_ N.T.S. RECOMMENDATION. 13. FULL OPENING HATCH TO ENCOMPASS CENTERLINE OF DEVICE. Project Number Cn 29305.00 6 SCDHS Reference # C10-06-0013 \\vhb\prcj\1­ong1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_DT.dwg E O V Jd s STOPPER OR END PLUG SUITABLE COVER TO GRADE FULL PENETRATING 00, 0 PICK HOLE 8"X6" "Y" TYPICAL SIZE CLEANOUT - SEE ( REQ"D 180° APART LETTERING , 00 SEPARATE DETAIL ON PERIMETER) 1 3/4" HIGH Fv\-L 10 FOUNDATION WALL RAISED 1/4"" SEWER PIPE A A 2• & FOOTING LOCATE 180° MIN. S C D NS, APART ON PERIMETER 45° ELBOWS A A PLAN ANGLE VARIABLE _ qVER COVED t BIILDIL Engineering, Surveying & MA""oLE =31.45 Landscape Architecture, PC HEAVY DUTY, WATERTIGHT "Y" BRANCH GRADE ®2• AND LOCKING CAST IRON 6"0 SDR-35 ® 2.0% MIN.ASSEMBLY oSBUILDING WALL ADEJUSTABLE LOCKING TYPE rr " COVERS TO GRADE 100 Motor Parkway oR, f NoALTERNATE A X wCASTIRON FRAME AND CO MIN.GRP (TO BE WATER TIGHT AND NON-SKID BEARING TOP SLAB Suite 135 8 MIN. TRAFFIC a z I- INSECT PROOF). `I COVER DESIGN PROPOSED N 0 �1 \ CLEAN OUT Hauppauge, NY 11788 4" OR 6" DIA. 18" N I'........T A? CIRCULAR RAISED STOPPER OR END PLUG SUITABLE COVER (SEE DETAIL, i° TO GRADE THIS SHEET) cNi a 631.787.3400 2.5' RIB PATTERN TN�er MIN. . MIN. (SEE PLANS) WATER MAIN OR MAX. 2' AX. O STORM DRAIN CAST IRON BUILDING SEWER LINE THROUGH WALL 8" MIN. TRAFFIC BEARING 18° (ADAPTER AS REQUESTED - TO MEET AASHTO-H20 -� z SEE PLUMBING PLANS) MACHINED FLOW - INVERT ' LINE OUTLET OUT TO HYDRO NON-ROCK =28.65. ACTION UNIT DR-18 ®z.00� STEPS ARE TO BE COPOLYMER PLAN SEATS (L INVERT SEE "Y" BRANCH ASSEMBLY MIN. GRADE (SEE NOTES) POLYPROPYLENE COATED Yz" _ SEWER PIPE o =28.15 KITCHEN WASTE '� STEEL BARS AT 12" O.C. 5" WALL "A" - 27 3/4" INVERT =29.45 0 z SEWER TRUNK LINE ALTERNATE CONNECTION FOR SANITARY WATER CROSSING (IF REQ'D) "B" = 26" "G" = 1 3/8" 9 SEE SANITARY DETAIL JOINT SEALANT TO BE 1/8" CLEARANCE "C" = 25 3/4" 1" BUTYL RUBBER FOR ALL JOINTS. 30° ELBOW 8,0 CONCRETE INVERT FORMED TO PROVIDE NON-SHRINKING AT LEAST THREE QUARTERS OF MAST JOINT SEALANT. 6"0 SDR-35 @ 2.0% SECTION A-A Note: THE SIAMETER OF THE PIPE-_ REINFORCING RIBS " "H" = 8" MIN. D = 24 1. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH CAST IN PLACE FLEXIBLE RUBBER SLEEVE WITH "E" = 32" 60° WYE 18"" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE PIPE. STAINLESS STEEL STRAPS OR FLEXIBLE RUBBER BOOT "F" = 39" 2. WHERE SERVICE CONNECTIONS PASS ABOVE WATER MAINS OR STORM DRAINS WITH ALTERNATE "B" LESS THAN 18"" SEPARATION, PIPE AND FITTINGS TO BE CAST IRON. NOTES: 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. Neenah 1559-2000 frame with a 1556 cover, or 3. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1, 2, 3, OR 4' HEIGHTS, AS Campbell 1203 frame with a 1009 cover 18" SEPARATION, PIPE AND FITTINGS TO BE DR-18. REQUIRED. Notes: NOTES: 1. WHEN A WATERTIGHT COVER IS REQUIRED, NOTES 4. WHERE SERVICE CONNECTIONS PASS BELOW WATER MAINS OR STORM DRAINS WITH 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. USE CAMPBELL FOUNDARY 1502 FRAME AND 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC LESS THAN 18"" SEPARATION, PIPE AND FITTINGS TO BE DR-18 PVC PRESSURE 4. ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. COVER ON AN ECCENTRIC MANHOLE CONE BEARING FRAME AND COVER. 1. ALL DOMES AND COVERS TO MEET AASHTO H-20 5. OUTLET PIPE TO BE SET 0.1' MINIMUM BELOW INLET PIPES. SECTION WITH A 24" DIA OPENING. LOADING REQUIREMENTS. PIPE. 2. COVER TO BE HEAVY DUTY AND LOCKING 2. IN ALL VIEWS, ALTERNATE ""A"" IS FOR BENDS AND ALTERNATE ""B"" IS FOR USE 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERTS) CAST IRON TO GRADE. WITH BUILDING EXTENSION/CONNECTION. SHALL BE NO GREATER THAN 2 FEET. Sewer Service Connection 7/12 Typical Access/Junction Manhole 6/10 Standard Cast Iron MH Cover Detail 3/05 Typical Cleanout Grease Trap Detail N.T.S. Source: VHB LD_ N.T.S. Source: SCDHS - Wastewater Management Figure 9 N.T.S. Source: VHB LD-N/A N.T.S. Source: SCDHS - Wastewater Management Figure 13 N.T.S. Source: SCDHS - Wastewater Management Figure 13 MLTAL CAP OR .�...-�_.. Alfa C LE GUTS (TY"P) l�r�,''J. d;sp:� i., ~ PLC CONTROL PANEL � w-.,. i I �. �� F �F�TE:. -I I , ,' " 8-16 t� I#�INL I '`I�s A I x ,, ANO °11/4 W)`,.s GALY),FWIN9,j., STEEL l IEX I LEAD BOLT fb' IkEFItB,i i6IMH&.N Tt7P / \ W/ HP80 COMPRESSOR P'rr M. � `", o HEAVY DUTY AND LOCKING CAST n�AGL; .1J_J.. rtt,JL �� I \ ( J'r ) WWASHiER (:2)� .. 1 ( rPAI l:r o o / ' 0 IRON COVER TO GRADE MET ENCLOSURE PE TO BE ( - C r r R Er W IirSC HPI 40 �aAli,'rr'r) r ' A_ m - I- - - ----- i 4 SME^ - G) P9a Mt¢E:Ir�tArlrtrb.::T` x' (if:;T' rG�,;pgf„ w,",b ✓ Inlet -� SOLID PRECAST rA:TENED wbTH TAINLE I I �r17t ~ I ---- Outlet 0For 6 1 CONCRETE DOME t'I t i1J fAi IAVur1 I:w lA':7 i nlwCa Ir I 4 F Mllr c ' X t CONTROL PANEL AND AIR - 2.5' R; THROUGH BOLT (E kT C:r1ESIY*VI:I' rn+teru ru-iiir t1e,llryt t nr , LV- IJ T " o PUMP IN POLYETHYLENE MAX. (H) 1 MINIMUM chlt„' '`. L (irr'y.. ENCLOSURE ON PRECAST 2 MAXIMUM r �� 1 I �) X H r� � " DIr,.P�:r_,r1,IC � CONCRETE PAD FINISHED GRADE ,,,;;,,, 0,��.��� [FIA(,�EA(ThrrptiJWllkI�N� .w ( ... fTr�rvau, r,'ia L�., 1",,,� , FlL � "i"t,l'TIP": `"��,�'''�r" )C � (1�2) / rr He PULL :SLOT \ / 20" d �a/ ,Iu�vll Imr ;T'rP.) �,...� ,5 COIF SKID ° Lti}it .ESISTAhtT SURFACE 3-9". FOR. , J SUPPORT k"' Mlr�, INLET MIN. 4 - ataaw + aivri 1r DIAMETER SDR 35 YI o AS r Lr Et1 . ✓, \\ \\ --- 4 LE GRADE I IrIIh,I1D J ADE PROVIDE 24" X 36" o EXISTING GROUND / \ \ PVC PIPE. 1�$TCHED """ 3' MIN' .J ____ ___ ' � � EPG \ ^" / HUBBELL QUAZIT SVA\VVA/AVAiV\ VA \' ® ® ® ®®® COLLAR �� ,r;�, `.% �� W STYLE POLYMER 2, AIR HOSE AND ® ® ® ®®® z ; .km. rA'N,. w ON Y CRETE ASSEMBLY ELECTRICAL SUPPLY TO OR APPROVED EQUAL) Ln TREATMENT UNIT ® ® ® ®®® w. Z S..i 31 6 ® ® ® Q1 ca O \ LsEF1 Frat.lflr 'TEf"v'I/E LLI '. G,.. Int W h>J{; IJFt'. '` PROVIDE 1"" VENT PIPE FROM UNIT IN = m EIs1FAraa'E r;st",ulsr,rrwlr', ' PVC �'"r ENTRANCE rGraDuruTr;r ; :" �) U. . ENTRANCE S(UNDERGROUND R�li E �iTIHT� .,M.)6p�3k,J16 (SEL NOTL �3) 2Ni.,., 1„1 11L,t4.6[rL Er MIN, _ ____________________ ACCORDANCE WITH SCDHS STANDARDS; BANKRUN COLLAR ® ® ® ®®® ' r COLLAR MATERIAL ,n CONT 0VENT � PANEL BE DAYORHASDAPP OVEDTBYO 0.3 MM To 1 r' Lv _ 1 1 .. ='f`'JAl E ISE �MFi,u�r,,.y ::I I�,I`�L.�� I.} i)� ~ I�_�f'�'� LIFTING ENGINEER CLEAN MEDIUM TO QL BOLT (gyp) ,. 4 , y ® ® ® ®®® > ~ r r COARSE SAND AND o Inlet - -- ---==-- - Outlet � Ei GRAVEL WITH ® ® ® ®®® LL IP i"' `- IAiI!}hlrL aihli")',(.")2L ° NOTES: UNIFORMITY J z w W-, Jl IPALITIES.�T HE 1,. LOCAL '01)Lir PRI.. 1�0 I11 6�LLATIl=)N, �� �" � � �'� ('1-3) 1. PROVIDE GFI OUTLETS ON COEFFICIENTS OF .Q ; ® ® ® ®®® o X (i'v r LS,- " SCDHS Approval 4.0 OR LESS .c2 0 z ) r "' :�� t"t" (� I BUILDINGS ADJACENT TO CONTROL i m Q ® ® ® ®®® CONCRETE FILLED r� ¢Lra_,rrLMrJ C��LLAPLrS `� "" „ , , , SHALL BE GpJalfALl Crk WJJ-IEtr IN�;TALLAFVi,riMl IS It�d �y p� :✓" �. �) PANELS. �.J. Teti" VICINITY OF `VEIa9CULAP 7RA,FFIC I"�l.�l.LAPY�S �"�;1�1ALL BE W6�A(,ED A M1hJilh�UM Or „4' rl";t")M Imo' B Ki ) CABINET A. ,� ._.. ., FLUORESCENT y'-...,.. ,.r-'h. - h., ..,-c r.:' w t...EI -":`1 �. " .�„y �,E ,IFTi�NG ����,T (4)' 2. ALL CONTROL PANELS TO BE HA L BE CONS l.� CIEE r � JL �F4ALL �E LAINdTLCI ELLtLFdL, ErTT YELLJ+� Ei.LLAiU LOCKING. FR tvAlHlMO L FROM��WM' A hil dIA I_b'M T=EGD C6VA.h1FTFLVl SCHEDULE 4(1 GALVANIZED�F'I F LtsCL..L. h? 'SPACEDX " 1;(1 ) X '� �((I '2) " 3. COVERS TO BE LOCKING CAST •_ ,• :�4 Crry CENTERS rsrl ri'IfiLI BE rA VIr1sMl„Irxr it ,., IruM,E1. MOUSiEHOLES (PG243�6BB: only) GROUND WATER 3 0 MIN 2_, FOR, ".:.ELF , o�,J'Tr,MNELI METER F'rJt,='LrL L6hEMAIL GALVALJI2EU STEEL felt="E '�iri-I Al�r^F'L 1"WAIEL)l "_bZED �� IRON COVERS IN ACCORDANCE / TO GROUNDWATER CHANNEL AND t 0I,+ R TE BASE MAY NE I S1ED IN PLACE OF t PWIE TJEaIt_tN , 4"' X 4„ TREA]ED LUMBER MAY" WITH SCDHS. ' _ _ f3L USED IN PLACE (LE_ 4" Y f, POSI DESIGN, 4,N'-E OF r°L'iW �+LLT Fr)f L�'1-III MEE+JIICS" TALLAi4 N#J I r'�lUl LE L�. NIt"ID METALLIC (,', aNDI_IBT (RMC) AND r.rG...I NCJfd -METALLIC' f.,tDl»LUIT RN(,,) �, � 1�l} T,rfJ 8t'I Pr,rFC.TBVFr.tl" Notes: ( t r - AS REt,➢UINEI.)), AR; AT�1IEMC)VE� E'i.,rFr EEr,I,?�rp tE".T4,1,'rF IJ E.. EI...E ii'wr_, t,0)ILII.; FWPIr,dG (EPA1'") AND ROE_Fr•MEDIATE`. C 0 AS T A L P IP ]E L I N ]E 10'� rETA!I.1) :,arklDL.rIT (IEJL.;) �� NoIT ATFP4�I'7d Ta NL)rE Est L���tsv J:, AOE IN^iTALt,.ATkf�N. 1. CONTRACTOR TO PROVIDE NEMA 4X JUNCTION BOX FOR PUMP/FLOAT SPLICES IN - (631)369-4000 PRODUCTS CORP. - p rJITI«NAI AND HOLE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE R ADDITIONAL TRANS S CABINET RE(A IIREM NT`s SEE I')Ivl�.NdlNGS D 8 ?x F,129. FOR A ENGINEER. R.ELECTRIC " FOR CAM NET Box 575, 55 Twomey Ave. , Calverton NY 11933 irLJFT a4G l{ REMOTE Mhrrr° 5C0,ET rr0r�MrtrrFlaT�� s:rr rirA' oltaE: i.Ja �: D1. 2. CONTRACTOR SHALL INSTALL 42"" DEEP HAND HOLE WITH OPEN BOTTOM OR WITH ' CHECI°„ WITH iOCAL MU1,41(IF"ALI"FY' F(R ,A11'f" PE?;M. REOUI6RFMFr,MTS BEFORE_` Itl`:IALI_Ird, ME:T"EhBr>k4wG FWQ BAr, f� it Project: E,„htIIPMFI,Ii CaIV Et.. WEEP HOLES TO ALLOW DRAINAGE OF ANY WATER. I COLLAR TO PENETRATE A MINIMUM r'"I' 3. JUNCTION BOX TO BE SET UP OFF BOTTOM OF HAND HOLE. ® 10,91, OF 6'-0' INTO A VIRGIN STRATA 4. CONTRACTOR TO PROVIDE GASKETED HAND HOLE UNIT. Contractor: OF SAND AND GRAVEL RATEABLE 5. HAND HOLES SHALL BE SET FLUSH TO GRADE AND GRADE SHALL BE PITCHED � ®® *IF PIPE ENTERS RINGS THEN ( % ®® " D EFFECTIVE LEACHING DEPTH IS SOIL . NOTE: AWAY FROM HAND HOLE TO AVOID PONDING ABOVE STRUCTURE. / ` .;.,(1 ( l ;'.,:: UP TO 4" 24" MIN ) METER AND PANEL MATERIALS TO BE FROM PSEG APPROVED MATERIALS 6. HAND HOLES SHALL BE SET ON MINIMUM 4" CLEAN STONE BEDDING OR AS Product: MEASURED FROM BOTTOM OF POOL IIV T?Y1`(@l'-( tfilt�" Precast AN500-C Nitrogen Reduction Unit 4" TO 7" 30' MAX TO PIPE INVERT. LIST AND INSTALLATION SHALL CONFORM TO THEIR REQUIREMENTS. DIRECTED BY ENGINEER. scale date dwn. by dwg. no. None 9/26/16 D.O.R. HA-01 R2 Typical Sanitary Leaching Pool PSEG H Frame for Outdoor Mounting of Meter/Panel Electric Hand Hole Detail N.T.S. Source: SCDHS - Wastewater Management Figure7 N.T.S. Source: PSEG N.T.S. Source: Hubbell/VHB ns �_SpeI.. .....lca..I . _ ....._....._ 1. Concrete-5000 psi @ 28 Days q„� u................5._9"Diameter .__......_....., 4 ....._......mm 4'1"Diameter 4" ..._ 4ea Addit.#5 Bars E.S..OP9�(TYP-) .�' Welded Wire Mesh 2. Rebar-ASTM A-615 Grade 60 Addit.#5 Bars As=0.12 sq-iNlf Typ. A- B1 W1 3. Welded Wire Mesh-ASTM 1064 NOTE:ALL MOTORS " t - 4. Joint Seal-1"Sq.Self Sealing MUST HAVE INTERNAL " Butyl Rubber Gasket Equal PUMP/COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION. GRD � - yLR1-Q1 o ` To Fed spec SS-S-00210 BLU RED/WHT 1 WHT G\-III CB1 CSR1 6 LOOPS M1 Harvest Pointe at k't,d Mkt Pfi kSS L1 BLK �� BLK BLK SP1 SPRAY Y \ " 5. Design Load-AASHTO HS-20 Loading Or > C 992 Working r 515 Workin Inlet 300 PSF Pedestrian Loadin PUMP i M Gallons I /_._ / g LR1-Q2 O O O C u tc h og u e Outlet r 9 g Gallons 6. Internal Components Not Shown For Clariity- BLU PINK/WHT wHr N W"T W"T N MOTOR PUMP RATINGS: __.. 2 � •- '" -° See HydraAction Assembly Drawing For Details � 3/4HP @ 115V .. - - ...... 7. Access Openings Brought To Grade By Brick Or II G 15.0 F.L.A. - > CB2 CSR2 6 LOOPS M2 L. \ d Precast Collars Topped With 3' Locking O O O CIItCI lOglle, New York Bars0 0 0 2ea Addit.#5 q Continuous Each Slde C.I.Covers(Not Shown) BLK BLK BLK Town of Southold - �� RP1 RECRIC PUMP RATINGS: " __, bra, ._. - welded Wire Mesh TM .......... #5 @ 6"o.C.E.W. of openings 8. Operation and Performance Of This Unit Is PUMP 3/4HP @ 115V As=0.12 sq-iNlf LR1- 4 W T WHT WeldedWireMesh _ w 2ea Addit.#5 Bars --- Solely The Responsibility Of HydroAction And BLU Q RED N MOTOR 15.0 F.L.A. LN No. Revision Date Appvd. As=0.17 sq-in/If Its'Representatives I6 PLC INPUT Ll N View ,-........ TO SI 9. Earth Fill: II G j 12 TOWN REVISIONS 6/14/17 AVL a............._..._.............. (4ea Side EvenySpa)ed ab.._.... AIR SWITCH CB3 CSR36LOOPS INCOMING 115 Plan p 6"Min to 3'Max For HS-20 0 11 SCDH REVISIONS 4/22/17 AVL ,U vertical) In Wall BLU RED BLK �� BLK 6"Minto 5'Max For Non Traffic C P1 MIXER PUMP RATINGS: z U PUMP 3/4HP @ 115V 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 10. Water Table=3' Below Finished Grade - W"T O 11. Bar Cover= 1-112"U.N.O. BLU HWA RED N MOTOR 15.0 F.L.A. RUN 9 TOWN REVISIONS 3/27/17 AVL 10'9° .. _ .... .... Welded Wire Mesh \-..... m . \...-_ 4ea Lifting Lug(TYPO - 3 O��C-� - - - - n 3'3 11132" 4'1 11132" 3 49!32 """'""""•" ORG BRN = Cp4 8 SCDH REVISIONS 3/9/17 AVL � �� �- As-0.12 sq-INtf Typ ,, ,. MUTE � U 2'0"Diameter 70"Diemeter -\ BLU GRY �� GRY COMP. RATINGS: 7 SCDH REVISIONS 2/8/17 AVL OtD r, ._._........,�,„1 -11F2"`C,I. r�-�-1 ,�_,.._... .��� .- ITESTC1 CoMp 6� p_. .\_. o.A-.-." .\.. Butyl Gasket Seal ( ( I A ALARM WHr N MOTOR 1/4HP @ 115V - - , 0 5.4 F.L.A. 4"OLrtlet Pipe Liquid Level r _.. 4"Inlet Pipe *` Id, RED BLK ED wHr w Issued for Date 4 , o ® o \ Rubber Connector(Typ.) ,µ..... W t r July( Z0, 2015 7' Dia.Opening ENABLE n SP1 N RP1 N MP1 N C1 N 1 2 3 4 5 6 y 0 4' PVC Coupling �__..._ ° + � ' N Cast In Wall N 7"Dia.Opening \� .,_..-,.., t ". 'sy Qd289 , BLu 1 2 vEL I1 PLC INPUT � � � � � � � � � � � � � � � SCTM: 1000-102-01-33.3 � � r � #4 Transfer Bars -., � � N "'"�,._.,,4ea Lifting Lug(Typ.) .� .�,a-.....,. . "-..,. �-"..-�.--.�- 17rF ii �� BLU OVERRIDE WHT YEL c ° G 3 4 I2 PLC INPUTI- _ W1 B1 Y w = Q w Q Q ° As-0,12 sq-In/If Typ. w ".._ '" ° Welded Wire Mesh 2 Q Q -Inlet CSR1 Q = Q J = O O O O Details 1 1rz (Center In Wall) [ptY� Co Y LL LL " _.-.............,..........w._ ...._.,.. _,. BLU WHT/YEL I3 PLC INPUT m m U w w w w ° W_. ..v _ "m .., .,....., ........ Rubber Pie -- d d d Q _...... Canneatar When a_dA�S rI' A L P I_ P _E L I N E m Co Co I- I- P C Required(Typ.) - - BLU WHT/YEL d - z z Lu LL O O ° (631)369 4000 PRODUCTS CORP, CSR2 z Q Q Q Q P.O. Box 575,Twomey Ave, , Calverton NY 11933 I4 PLC INPUT a a a a L,,, L,,, > > IY #4 18 oDovvelc.R dialg '��.„..,.. Project: ......... < < V V X X V O w w oC Q Q w #4 @ 6"o.c.e.w. -- r oC oC O Cn cc� cc� Sectl,Orl _, @ Y -i ,_._.........,_ CSR3 a a LU w U w w Welded Wire Mesh ._,...._.,_............._.........--......,,_ _____,......_..�......_,.».,,....�......__._...........,_..............._,_,_. BLU WHT/YEL I5 PLC INPUT N N oc As=0.17 sq-in/If Typ. J Contractor: n (Center In Wall) - .-..w .._ g N Weights: , 9 Prod........t....___-AN500-C Nitrogen R..................L.......,,,,__,._M.M._._.-.....�.__. � u c, Reduction Unit Drawing Number Base Unit: 12,250 lbs. n Roof Slab: 4,100 lbs. Isometric View scale date dwn.by dwg.no. o None 4/8/16 MR 16-0132CN 1 Electrical Schematics Terminal Connection Diagram CM9 c N.T.S. Source: Septic Products Inc. N.T.S. Source: Septic Products Inc. aD C Sheet of ° 21 29 0 Project Number Cn 29305.00 ° SCDHS Reference # C10-06-0013 Construction Traffic Management And Log'I'stics Plan The Heritage at Cutchogue Condominium Development Cutchogue, New York Town of SouthoW i 111>>1�i�11 >�rrl 11u a it, rr� Il II � l � l i 1 l r i111 111 iii ii l 1��i 111 ai�ir11r1 i l l� 1 ��111 jll 1 11 r !rr «Jt rlr � f �t ft rrr 1Ib rr o u Ilia i Alli fflf 111(1( Jl,,ff�l ( I l f1111 Illllfll�lll�lll/ r loi� rllir ri�ih uu lllrr lrir > rl � rl Construction Traffic Management and Logistics Plan This Plan was prepared to identify specific traffic management and logistics related to the proposed Heritage at Cutchogue project located at the intersection of Griffing Street and Schoolhouse Road. With regard to a bi-annual submittal of a Construction Traffic Management and Logistics Plan, subject to approval of the Planning Board, to address and adapt to changing conditions (seasonal populations,increased traffic, safety incidents [if any] and operation schedules of area schools), it is respectfully submitted that, given the existing roadway network, there is only one recommended route for construction-related traffic, which is via Route 25 and Griffing Street. Any changes in surrounding conditions would have no bearing on this recommended route, as there are no preferred alternatives, given the lack of interest of the farmer to the east,with frontage on Depot Lane, in facilitating a direct access to Depot Lane. The developer of the project has indicated that the construction of the Heritage at Cutchogue is expected to occur in four phases over the course of approximately four years,with each phase estimated to be approximately one year in duration. A summary of the site construction activities associated with each phase is as follows: Phase 1-The initial construction phase at the site will result in the completion of 34 residential units and the majority of the site's common infrastructure, as depicted on the prepared Construction Phasing Plan. The residential units constructed under Phase 1 are located, in general, along the south and southeast portions of the site. This construction includes, the clubhouse,the gatehouse, tennis court, the access roadway to the adjacent street system, all of the site's internal roadways and the portions of the walking paths in the Phase 1 area. Phase 2-This phase includes the construction of 24 residential units just to the north of, and to the west of Phase 1, as depicted on the Construction Phasing Plan. These units will utilize the common infrastructure put in place previously under Phase 1. This phase will not involve nearly the extent of construction as will occur under Phase 1, with work limited to the immediate area of the residential units in Phase 2. Phase 3-This phase includes the construction of 32 residential units along the central-west portion of the overall site, as depicted on the Construction Phasing Plan. These units will utilize the common infrastructure put in place previously under Phase 1. Like Phase 2, this phase involves site work only in the immediate proximity of the residential units associated with this phase. Phase 4-This phase includes the construction of 28 residential units in the northern portion of the overall site, as depicted on the Construction Phasing Plan. These units will utilize the common infrastructure put in place previously under Phase 1. Like Phase 1 and Phase 2, this phase involves site work only in the immediate proximity of the residential units associated with this phase. Additional specific detail regarding each phase is presented on the Construction Phasing Plan. Construction Activities Limitations and Time Periods The developer has agreed to limit construction activities on the site to six days a week, with all work being performed Monday through Saturday between the hours of 7:00 AM and 6:00 PM. There will be no work on Sundays and work on Saturdays will be limited to interior work only, with no site or exterior work being performed. No construction activities are permitted on Sundays, year-round and the following Holidays: a) New Year's Day b) Memorial Day c) Independence Day(Fourth of July) d) Labor Day e) Thanksgiving Day f) Christmas Day Construction Traffic Considerations Vehicles associated with construction activities on the site will consist of the following: > Dedicated Construction Vehicles-These vehicles are typically brought to the site and remain on site for the duration of the activity for which they are used and do not leave the site on a daily basis. These vehicles include excavators, graders, pavers and other heavy equipment. They are generally brought to the site on trailers and left overnight. > Construction Materials and Delivery Vehicles-These vehicles are involved in the supply of construction materials to the site and typically arrive to the site, unload, and exit the site. They include building supply trucks, concrete trucks, asphalt trucks and other trucks delivering heavy materials such as pipe and precast concrete items. > Trades Vehicles-These include electricians, framers, plumbers and other trades people who will work on the site. These vehicles are generally box trucks, vans and pickup trucks. These vehicles arrive and leave the site on a daily basis and are present on the site depending on the stage of construction. > Construction Worker Vehicles-These are personal vehicles used by construction workers and laborers that travel to and from the site daily. All construction activities at the Heritage at Cutchogue site will be controlled by the developer or their designated representatives. As such, the arrival and departure routes used by the various construction vehicles that will visit the site will be designated by the owner to minimize any disruption on the surrounding roadways and ensure that vehicles use the most appropriate roadways in the immediate vicinity of the site. The Heritage at Cutchogue site will be served by a single entrance located at the north side of the intersection of Schoolhouse Road and Griffing Street, less than one-quarter mile north of the Griffing Street intersection with Main Road, NY RT 25. While Schoolhouse Road provides a direct connection with Depot Road to the east, and ultimately to Sound Avenue, Schoolhouse Road is relatively narrow and is lined with a number of residential properties. Conversely, Griffing Street,between the site and Main Road, does not include any residential properties and has a two- lane approach at its intersection with Main Road. Based on review of the available routes, it is recommended that the use of Schoolhouse Road be avoided in favor of the use of Griffing Street as the more appropriate roadway for approaching and leaving the site for the duration of construction operations. The owner of the Heritage at Cutchogue will require that all entities involved in the construction of the improvements at the site, including construction vehicles, materials and delivery vehicles, tradesman vehicles and construction worker vehicles utilize Griffing Street and avoid Schoolhouse Road as a condition of their engagement. In addition, each contractor, subcontractor and supplier will be given a written notice of the area speed limits, the location of public and private school safety zones and a summary of all surrounding residential neighborhoods. It is noted that the emergency access from Bridle Lane shall not be used as a construction entrance/exit or for any purpose except emergencies, and shall be closed with a gate at all times. Construction Staging and Parking During the construction of each phase, all construction vehicles, equipment and materials that will remain on site during overnight periods will be housed within the area under construction for that phase. For details,refer to the staging areas identified on the developed Erosion and Sediment Control Plan. There will be no equipment or materials left within the public roadways. All parked vehicles, including construction worker vehicles, will be contained on the project site, with no spill-over to the adjacent town roadways. All arriving deliveries will be brought immediately on-site with no staging of vehicles on public roadways. Protection of Local Roadways and Traffic Control The Contractor will be required to submit a traffic control plan to be approved by the developer's Engineer to ensure that construction does not impact local residents. Any damage to surrounding public rights of way, resulting specifically from construction activities, will be immediately repaired by the Contractor. In accordance with the erosion and sediment control plan, the Contractor will be required to maintain a construction entrance in order to keep vehicles exiting the site clean and to minimize sediment leaving the site. Post-Development Traffic Control Once the development is complete, standard traffic control devices will be implemented throughout the site, i.e. pavement markings, stop signs and stop bars, cross walks, etc. as shown on the project plans. The development speed limit will be posted at 20 mph. Sign locations will be determined by the Owner's Engineer at the close out of construction. On-street parking will be permitted on one side only, in order to prevent a "choke point" in the roadway. "No Parking Anytime" signs will be posted at 200 feet intervals on the sides of the roadway where parking is not permitted. Regarding the emergency access point located at Bridle Lane, the owner will install signage informing the public that the entrance is for "Authorized Vehicles Only" as required by the Town. \\NYLIDATA\projects\29305.00 Heritage Cutchogue\docs\VARIOUS\Construction Operations and Phasing-Revised 6-14-17.docx \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_LA.dwg E O V Landscape Notes Irrigation Notes Natural Buffer Note: Landscape Management Notes: ROOT GROWTH AND DEVELOPMENT, WHICH WILL INCREASE THE PLANTINGS' Jd DROUGHT TOLERANCE. TYPICALLY, NATIVE SPECIES HAVE DEEPER ROOT S 1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON 1. IRRIGATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE THE PURPOSE OF THIS LANDSCAPE MANAGEMENT PLAN (LMP) IS TO PROVIDE SYSTEMS THAN NON-NATIVE LANDSCAPE PLANTS, AND THUS REQUIRE LESS > THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE TOWN OF SOUTHOLD PLANNING BOARD APPROVED SITE PLANS. 1. WHERE THE BUFFER DOES NOT PROVIDE SUBSTANTIAL VISUAL ADDITIONAL DETAIL AND INFORMATION REGARDING THE FUTURE LANDSCAPE WATER AND MAINTENANCE, ONCE ESTABLISHED. ALL THE PLANTINGS THAT ARCHITECT PRIOR TO INSTALLATION. SCREENING, SUPPLEMENTAL PLANTINGS MUST BE MADE TO THE OPERATIONS OF THE HERITAGE COMMUNITY DEVELOPMENT. THIS HAVE BEEN PROPOSED FOR NON-IRRIGATED AREAS ARE NATIVE SPECIES, 00, 0 2. IRRIGATION SYSTEM SHALL BE ZONED AND DESIGNED TO A MAXIMUM BUFFER BY PLANTING ENOUGH EVERGREENS AND OTHER TREES AND DOCUMENT SHOULD BE READ IN CONJUNCTION WITH THE SUBMITTED SHOULD BE DROUGHT-TOLERANT UPON ESTABLISHMENT, AND SHOULD NOT 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND IRRIGATION WATER OUTPUT OF 25,000 GALLONS PER DAY. SHRUBS TO ACCOMPLISH A DENSE DOUBLE ROW OF EVERGREEN PLANTING PLANS OF THE SITE PLAN PACKAGE. THIS LMP WILL FOCUS ON THE REQUIRE IRRIGATION TO SURVIVE BEYOND THE ESTABLISHMENT PERIOD. ALL ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF VEGETATION. THE SUPPLEMENTAL PLANTINGS MUST BE OF NATIVE SOIL MANAGEMENT PLAN (SMP), MANAGEMENT OF NON-IRRIGATED AREAS PLANTINGS, WHETHER NATIVE, NON-NATIVE, OR DROUGHT-TOLERANT, WILL CONFLICTS. 3. IRRIGATION WATER SHALL BE SOURCED FROM DEDICATED EVERGREENS TRANSPLANTED FROM THE INTERIOR OF THE AND NATURAL BUFFER, AND IRRIGATION PLANNING & PRACTICES. DESPITE ALL REQUIRE TEMPORARY IRRIGATION UNTIL THEIR ROOTS HAVE DEVELOPED 10 INTERCONNECTED IRRIGATION WELLS, PRELIMINARY LOCATIONS AS PROPERTY, AS WELL AS NATIVE EVERGREENS BROUGHT IN FROM A SPECIFICATION OF BEST MANAGEMENT PRACTICES AND MEETING OR AND THEY HAVE BECOME ESTABLISHED. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND SHOWN ON PLANTING PLANS. NURSERY IF NEEDED TO COMPLETE THE VISUAL SCREENING TO EXCEEDING INDUSTRY STANDARDS FOR LMP TO PROMOTE AND PROVIDE CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. GREATEST EXTENT PRACTICABLE. OPTIMAL CONDITIONS FOR WILDLIFE AND VEGETATION, DESIRED OUTCOMES FOR TURF AREAS, THE PLANTING PLANS SPECIFY THE USE OF IMPROVED CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY 4. CONTRACTOR SHALL SUPPLEMENT PERMANENT IRRIGATION SYSTEM CANNOT BE GUARANTEED DUE TO VARIABLE FACTORS. VHB AND THE TURF SPECIES --'SEED MIX-A' & 'SEED MIX-B', TURF TYPE TALL FESCUE BLEND CONFLICT. WITH TEMPORARY IRRIGATION OF ALL NEWLY INSTALLED LANDSCAPE 2. PLANTING OF THE NATURAL BUFFER MUST BE DONE IN THE PROPERTY OWNERS CANNOT CONTROL OR BE RESPONSIBLE FOR VARIABLES AND HARD FESCUE--THAT ARE KNOWN TO BE THE MOST DURABLE AND AND SEEDED AREAS FOR A DURATION OF 3-YEAR ESTABLISHMENT APPROPRIATE SEASON (SPRING OR FALL), AND IF POSSIBLE, SHOULD THAT MAY INFLUENCE RESULTS, SUCH AS, BUT NOT LIMITED TO, SEVERE DEEPEST ROOTED TURF SPECIES AVAILABLE (MORE SO THAN THE 4. ALL TREE, SHRUB, & PERENNIAL/ORNAMENTAL GRASS/GROUNDCOVER PERIOD MAX., AS ALLOWED BY TOWN OF SOUTHOLD PLANNING. BE DONE EARLY IN PHASE 1 IN LOCATIONS WHERE THERE IS LITTLE WEATHER EVENTS (E.G. EXTENDED DROUGHT, HURRICANES, HEAVY WINDS, CONVENTIONAL SPECIES LIKE KENTUCKY BLUEGRASS AND PERENNIAL RYE) IN Engineering, Surveying & PLANTING BACKFILL SOILS SHALL BE 2/3 EXCAVATED NATIVE SOILS AND NATURAL BUFFER TO RESIDENTIAL NEIGHBORS. TORRENTIAL RAINS, ETC.), PEST AND DISEASE OUTBREAK, AND EVENTS OR OUR USDA PLANT HARDINESS ZONE 7A. A SIMILAR CULTURAL PRACTICE OF 1/3 COMPOSTED LEAF MOLD, FULLY INCORPORATED. 5. PERMANENT IRRIGATION SYSTEM SHALL BE LIMITED TO SEED MIX 'A' ACTS CONTROLLED BY NATURE OR BEYOND REASONABLE CONTROL. INFREQUENT DEEP WATERING, AS STATED ABOVE, WILL PROMOTE DROUGHT Landscape Architecture, PC AREAS AND AREAS WITH SPECIFIED PLANTINGS. 3. NO MOWING PERMITTED TOLERANCE OF ALL TURF AREAS. ZOO Motor Parkway 5. A 3-INCH DEEP COARSE MULCH PER SPECIFICATION SHALL BE ACCORDING TO THE PLANTING PLANS, A RATIO OF ONE-PART ORGANIC INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING 6. CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION SYSTEM 4. NO CLEARING PERMITTED. MATTER (COMPOSTED LEAF MOLD)TO TWO PARTS NATIVE TOPSOIL IS TO BE TEMPORARY IRRIGATION WILL BE REQUIRED FOR NON-IRRIGATED AREAS Suite 135 BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED DESIGN AND INSTALLATION FOR PLANTINGS AND LAWN AREAS. USED FOR BACKFILL SOILS FOR TREE, SHRUB, PERENNIAL/GROUNDCOVER, THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. THE QUANTITY OF BY OWNER'S REPRESENTATIVE; SUBMIT SAMPLE FOR APPROVAL. DESIGN SHALL BE CERTIFIED BY A PROFESSIONAL LANDSCAPE 5. REMOVAL NOXIOUS, INVASIVE PLANTS AND VINES IS PERMITTED IN AND ORNAMENTAL GRASS PLANTINGS, IN AN EFFORT TO REDUCE IRRIGATION WATER EXPECTED TO BE USED FOR IRRIGATION OF TREES AND PLANTINGS Hauppauge, NY 11788 ARCHITECT, ENGINEER, OR CERTIFIED IRRIGATION DESIGNER. DESIGN THE NATURAL BUFFER, BUT THEY MUST BE HAND PULLED, HAND-CUT, WATER USE UPON LANDSCAPE ESTABLISHMENT. THE NATIVE TOPSOIL USED OUTSIDE THE PERMANENT IRRIGATION ZONES, DURING ESTABLISHMENT, 631.787.3400 6. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE PLANS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR OR CUT WITH MACHINERY SELECTIVE ENOUGH TO KEEP NEARBY FOR PLANTING WILL BE MITIGATED TOPSOIL RESULTING FROM THE SMP CANNOT BE ACCURATELY QUANTIFIED DUE TO NUMEROUS VARIABLES. NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE APPROVAL. NATIVE PLANTS INTACT TO THE GREATEST EXTENT PRACTICABLE . OPERATIONS. TEMPORARY IRRIGATION QUANTITY WILL BE DEPENDENT ON PRECIPITATION, OWNER'S REPRESENTATIVE. WEATHER CONDITIONS, MAINTENANCE PRACTICES (E.G. USE OF MULCH AND 7. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND 6. DEAD OR DISEASED TREES THAT ARE A POTENTIAL HAZARD TO WITH REGARD TO MANAGEMENT OF NON-IRRIGATED AREAS, AS NOTED ON ORGANIC MATTER SOIL AMENDMENTS), PLANT SPECIES, SPECIES-SPECIFIC 7. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY EQUIPMENT FOR THE COMPLETE INSTALLATION OF THE IRRIGATION RESIDENCES OR PEOPLE MAY BE REMOVED WITH PRIOR PLANNING SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE SYSTEM. BOARD APPROVAL, AND WITH A REPORT FROM THE CERTIFIED THE PLANTING PLANS, 'SEED MIX C'- MEADOW MIX AREAS WILL BE NATIVE WATER INTAKE RATES, ETC. AS INDICATED ABOVE, GOOD CULTURAL OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT ARBORIST THAT THE TREE IS DEAD OR DISEASED. ANY TREES PLANTS THAT WILL REQUIRE MINIMAL MAINTENANCE AND INPUT ONCE THEY PRACTICES, SUCH AS MULCHING ROOT ZONES, ORGANIC MATTER SOIL ARE ESTABLISHED. THE PLANT SPECIES SPECIFICATION OF 'SEED MIX C' HAS AMENDMENTS, DEEP INFREQUENT WATERING, CAN PROMOTE PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY 8. TURF AREAS AND SHRUB/TREE BEDS SHALL BE IRRIGATED ON REMOVED MUST BE REPLACED WITH A TREE OF A SIZE AND SPECIES BEEN REVISED TO INCLUDE WILD STRAWBERRY SO AS TO IMPROVE WILDLIFE ESTABLISHMENT AND REDUCE TEMPORARY IRRIGATION QUANTITY. THE DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE SEPARATE ZONES. APPROVED BY THE PLANNING BOARD. HABITAT AND WILDLIFE FOOD SOURCES IN NON-IRRIGATED AREAS. THE LMP WATER SOURCE FOR TEMPORARY IRRIGATION WILL BE DEPENDENT ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. FOR PROMOTING NATIVE SPECIES WILL FOLLOW STANDARD INDUSTRY LANDSCAPE CONTRACTOR; HOWEVER POTENTIAL IRRIGATION SOURCES 9. CONTRACTOR SHALL PROVIDE DRAWINGS, MATERIAL Fertilization: PRACTICES FOR MEADOW ESTABLISHMENT, AND WILL INCLUDE ESTABLISHING COULD BE EITHER PROPOSED ON-SITE DEDICATED IRRIGATION WELLS OR SPECIFICATIONS, SCHEMATICS, AND OTHER LITERATURE AS MAY BE AND PROMOTING NATIVE PLANT COLONIES, MONITORING INVASIVE SPECIES, NEARBY FIRE HYDRANT(S)WITH THE PROPER MUNICIPAL APPROVALS. THE 8. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY REQUIRED, FOR ALL CONDUIT, CONTROLS, TIMERS, VALVES, 1. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED MOWING MEADOW AREAS ONLY WHEN INVASIVE SPECIES ARE DELIVERY METHOD FOR IRRIGATION WOULD ALSO BE LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S SPRINKLER HEADS, CONNECTORS, WIRING, RAIN GUAGE, RAIN TO BE NECESSARY BY SOIL TEST, ONLY IN THE SMALLEST AMOUNT OUT-COMPETING NATIVE SPECIES TO PROMOTE GROWTH OF YOUNG NATIVE CONTRACTOR-DEPENDENT, BUT MAY INCLUDE TEMPORARY IRRIGATION REPRESENTATIVE. SENSORS, SOIL MOISTURE SENSORS, AND ETC. TO THE OWNER'S NECESSARY. SEEDLINGS, AND CUTTING BACK LARGE WOODY PLANTS AND OTHER ROTARY HEADS ON TRIPODS AND/OR TEMPORARY SLOW RELEASE WATERING CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. UNDESIRABLES. NO FERTILIZATION PROGRAM AND IRRIGATION WILL BE BAGS FOR TREES (I.E. TREEGATOR BAGS). 9. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF 2. ONLY ORGANIC -BASED NITROGEN FERTILIZER WITH ALOW-NITROGEN REQUIRED DUE TO THE FACT THAT NATIVE MEADOWS PERFORM BETTER IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN 10. CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THE GENERAL NUTRIENT RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE LEAN AND DRYER SOILS, WHILE INVASIVE SPECIES TYPICALLY PREFER THE AS SET FORTH IN THE PLANTING PLANS, AN AUTOMATIC IRRIGATION SYSTEM, ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. CONTRACTOR AND SUB CONTRACTORS. NITROGEN (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. OPPOSITE. ONCE MEADOW AND PLANT COLONIES HAVE ESTABLISHED, INCLUDING A ZONE AND TIMING PLAN, WILL BE DESIGNED AND SUBMITTED BY THIS PRACTICE WILL ALLOW FOR SLOW RELEASE OF NITROGEN, MOWING IS OPTIONAL, AS IT IS NOT NECESSARY. IF MOWING WILL BE DONE, IT THE IRRIGATION CONTRACTOR, AND APPROVED BY THE LANDSCAPE 10. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR 11. BACKFLOW PREVENTION DEVICE, IF REQUIRED, SHALL BE IN DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL WILL BE COORDINATED AND TIMED TO AVOID DAMAGE AND HARM TO ARCHITECT OR ENGINEER, PRIOR TO INSTALLATION. IT IS ESTIMATED THAT A FOLLOWING DATE OF FINAL ACCEPTANCE. CONFORMANCE WITH STATE AND LOCAL MUNICIPAL REQUIREMENTS. TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN WILDLIFE, ESPECIALLY THE EASTERN BOX TURTLE. COMPLETE IRRIGATION CYCLE WILL TAKE A FEW DAYS TO COVER THE ENTIRE VERIFY DEVICE LOCATION WITH GENERAL CONTRACTOR AND SUB LEACHING, SITE AND WILL NOT EXCEED THE APPROVED WATER USAGE OF 25,000 11. UNLESS OTHERWISED NOTED, AREAS DESIGNATED "LOAM & SEED" CONTRACTORS, PROVIDE LOCKABLE 'HOT BOX'AS REQUIRED. LMP OPERATIONS WITHIN THE 50 FOOT NATURAL BUFFER WILL BE LIMITED TO GALLONS/DAY. IRRIGATED AREAS WILL BE SEPARATED INTO ZONES; AND AND/OR DISTURBED AREAS NOT PLANTED SHALL RECEIVE MINIMUM 6" 3. A MAXIMUM OF 1 LB OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE THE FOLLOWING ACTIONS: LAWN AREAS AND SHRUB/TREE BEDS WILL BE SEPARATELY ZONED DUE TO OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE 12. IRRIGATION CONTROL PANEL SHALL BE LOCATED IN A LOCKABLE APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN . REMOVAL OF DEAD, DYING, OR DISEASED TREES, IN THE DIFFERING WATERING REQUIREMENTS. AS PREVIOUSLY MENTIONED, THE PROTECTED WITH EROSION CONTROL FABRIC. WEATHER-PROOF CABINET DESIGNED TO HOUSE THE CONTROL 2LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. SPECIFIED LAWN SEED MIXES ARE KNOWN TO BE DURABLE AND TO HAVE PANEL. OPINION OF A CERTIFIED ARBORIST, THAT REPRESENTS AN 12. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT 4. SYNTHETIC HERBICIDES AND PESTICIDES ARE PROHIBITED. IMMINENT THREAT TO STRUCTURES OR PEOPLE MAY BE DEEPER ROOT SYSTEMS THAN CONVENTIONAL LAWN SPECIES. ONCE DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED 13. SITE CONTRACTOR SHALL PROVIDE 4" SCHEDULE 40 PVC SLEEVES REMOVED WITHOUT PRIOR PLANNING BOARD APPROVAL. ESTABLISHED, LAWN AREAS CAN BE WATERED EVERY OTHER DAY TO EVERY BY OWNER'S REPRESENTATIVE. UNDER PAVEMENT TO PROVIDE ACCESS FOR IRRIGATION LINES TO 5. SURVIVABILITY OF ALL PLANTINGS TO BE GUARANTEED FOR THREE THIRD DAY, WHILE TREE/SHRUB BEDS CAN BE WATERED EVERY THIRD DAY OR • REMOVAL OF NOXIOUS OR INVASIVE PLANTS AND VINES IS LESS FREQUENTLY. ALL IRRIGATED AREAS. YEARS FROM TIME OF PLANTING BY THE DEVELOPER. PERMITTED, BUT THEY MUST BE HAND-PULLED, HAND-CUT, CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. 13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER SITE/ OR CUT WITH MACHINERY SELECTIVE ENOUGH TO KEEP PROPOSED LOCATIONS FOR DEDICATED IRRIGATION WELLS HAVE BEEN MATION. Planting & Vegetation Maintenance: Mowing Maintenance Requirements: NEARBY NATIVE PLANTS INTACT TO THE GREATEST EXTENT SHOWN ON THE PLANTING PLANS. IT IS ESTIMATED THE IRRIGATION SYSTEM Tree Protection PRACTICABLE. WILL NEED SIX (6)WELL LOCATIONS; HOWEVER THIS IS THE PROJECT SITE MUST BE MAINTAINED WITH VEGETATION IN ACCORDANCE WITH THE 1. TIMING - NO MOWING FROM MAY THROUGH OCTOBER 15 TO AVOID TURTLES AND . INSTALLATION OF 50 EXISTING RELOCATED EASTERN CONTRACTOR-DEPENDENT AND LOCATIONS ARE SUBJECT TO CHANGE BASED 1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH APPROVED PLANTING PLANS. OTHER WILDLIFE. ON THE IRRIGATION DESIGN. MINIMAL TO NO IMPACTS ARE ANTICIPATED ON TEMPORARY CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE REDCEDARS TAGGED IN THE FIELD ON 12/21/2016 AS THE WATER QUANTITY AND QUALITY OF THE NEIGHBORING WELLS DUE TO TREE DRIPLINE PRIOR TO START OF CONSTRUCTION. Lawn and Shrub Permanent Irrigation Area: 2. ROTATION - MOWING IS PERMITTED AT A MAXIMUM OF ONCE A YEAR AFTER SUITABLE CANDIDATES TO CLOSE EXISTING SCREENING PREVIOUSLY-RECORDED WATER TABLE DEPTH DATA. HOWEVER, ALL WELL OCTOBER 15, ONCE EVERY TWO YEARS IS PREFERABLE. ANOTHER OPTION IS TO GAPS; FINAL LOCATIONS WILL BE DETERMINED IN FIELD AND PUMPS WILL REQUIRE NYSDEC PERMIT APPLICATIONS, AND ADVERSE 2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE 1. AT LEAST 50% OF THE PLANTS IN THE NON-TURF AREAS MUST BE NATIVE SPECIES MOW HALF THE AREA ONE YEAR, AND THE OTHER HALF THE NEXT YEAR. BASED ON FIELD VISIBILITY TO ADJACENT PROPERTIES. IMPACTS TO GROUND WATER WILL BE EVALUATED PRIOR TO ISSUING PROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES OR WITH MODERATE TO HIGH DROUGHT TOLERANCE. PERMITS. ADDITIONALLY, ONCE VEGETATION IS ESTABLISHED, IRRIGATION IS MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE 3. MOWER STYLE-AVOID FLAIL MOWER HEADS WITH GUIDE BARS THAT RIDE ALONG IRRIGATION PLANNING AND PRACTICES FOR THE HERITAGE AT CUTCHOGUE MOST EFFECTIVE DURING OFF-PEAK HOURS (E.G., BEFORE SUNRISE), WHEN TREE PROTECTION AREA. 2. LAWN AREAS MUST BE SEEDED OR SODDED WITH TURF SPECIES WITH DEEPER THE GROUND. SITE BEGIN WITH SELECTION OF PLANTS THAT ARE TAILORED, RESPECTIVELY, WATER LOSS FROM EVAPORATION IS AVOIDED. THE WELL WATER PUMPS ARE ROOT SYSTEMS AND GREATER DROUGHT TOLERANCE THAN CONVENTIONAL TURF TO IRRIGATED AND NON-IRRIGATED AREAS. ALL PLANTINGS SELECTED FOR TYPICALLY POWERED BY ELECTRIC MOTORS THAT GENERATE LITTLE TO NO 3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL SPECIES. THE SPECIFIC SEED MIX MUST BE APPROVED BY THE PLANNING BOARD 4. HEIGHT- NO LESS THAN 7 INCHES OF STUBBLE HEIGHT MUST BE RETAINED TO NON-IRRIGATED AREAS WILL BE NATIVE SPECIES WITH A RELATIVE DEGREE NOISE FROM IRRIGATION PUMP OPERATIONS. BE REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S PRIOR TO PLANTING. RETAIN IMPORTANT COVER FOR ANIMALS, AND REDUCE MORTALITY. OF DROUGHT-TOLERANCE. THEREAFTER, THERE WILL BE INFREQUENT DEEP EXPENSE. WATERING DURING THE PLANT ESTABLISHMENT, SO AS TO PROMOTE DEEP 3. FOR SHRUB PLANTINGS, AN ORGANIC MATTER SOIL AMENDMENT (i.e. COMPOSTED 5. PATTERN- MOW IN A PATTERN FROM THE CENTER OUTWARD TO AVOID LEAF MOLD) MUST BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE CONGREGATING FLEEING ANIMALS INTO THE CENTER. PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO INCREASE ITS WATER-HOLDING CAPACITY. PROVIDE A STATEMENT ON THE PLANTING PLAN OR 6. REMOVAL OF NOXIOUS, INVASIVE PLANTS AND VINES IS PERMITTED, BUT THE SOIL MANAGEMENT PLAN (PR BOTH)THAT IDENTIFIES WHEN AND HOW THIS WILL MUST BE HAND-PULLED, HAND-CUT, OR CUT WITH MACHINERY SELECTIVE ENOUGH OCCUR. TO KEEP NEARBY NATIVE PLANTS INTACT TO THE GREATEST EXTENT PRACTICABLE. 4. COARSE MULCH ATA MINIMUM DEPTH OF 1.5"AND 3" IS REQUIRED ON ALL PLANTED MATERIAL. SPECIES FROM THE SOUTHOLD TOWN PLANNING BOARD NATIVE/NATURAL BUFFER PLANTINGS LIST OR OTHER SPECIES THAT MEET THE REQUIREMENT OF NATIVE AND 5. NATURAL HABITAT MAINTENANCE AREA(NON-IRRIGATED AREAS) DROUGHT TOLERANT ARE ACCEPTABLE. �w H M .. y; „. 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JENNIFER & THOMAS FOSTER 31 MARTHA STREET CYNTHIA LAKE 2060 HIGHLAND ROAD 1850 HIGHLAND ROAD 2890 HIGHLAND ROAD BAYSIDE, NY 11360 PO BOX 1035 NOW/FORMERLY OF F MARTHA STREET FREEPORT, NY 11520 2270 HIGHLAND ROAD CUTCHOGUE,.. NY 11935 CUTCHOGUE, NY 11935 1z TOWN REVISIONS 6/14/17 AVL CUTCHOGUE, NY 11935 "" DAVID & DONNA,COOK CUTCHOGUE, NY 11935 FREEPORT, NY 11520 - --""" "",__""""""""""""" """ CUTCHOGUE, NY 11935' a 3050 HIGHLAND ROAD 11 SCDH REVISIONS 4/22/17 AVL Q CUTCHOGUE", NY 11935 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 0 9 TOWN REVISIONS 3/27/17 AVL g 8 SCDH REVISIONS 3/9/17 AVL 0 7 SCDH REVISIONS 2/8/17 AVL M W� l0 N r7 I� Issued for Date July 10, 2015 Open Space Site Data. C TOTAL SITE AREA = 2,003,582 SF Drawing 0 OPEN SPACE REQUIRED: 50% OF TOTAL SITE .50 x 2,003,582 SF = 1,001,791 SF Open Space Plan OPEN SPACE PROVIDED (HATCHED AREA): 0 627,548 SF + 78,360 SF + 67,739 SF + 229,839 SF = 1,003,486 = 50% n 0 z Q Legend 00 N W W W W Drawing Number W W W W WWWWWWWW OPEN SPACE AREA o 80 0 80 160 W W W WOSMI N SCALE IN FEET C NATURAL BUFFER BOUNDARY LINE pn sheet of 6 1 1 U) Project Number Cn 29305.00 6 P:\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00-Phasing - Revised.dwg \ PROPOSED PROPERTY / \ 1901.44' (DEED) MONUMENT AT MIDPOINT OF PROPERTY LINE 1904.80' (ACTUAL) .... S38'30'50"E (DEED) 00 do \ S38'24'20"E (ACTUAL) rQ _ NOT TO BE CLEARED) „ � . C'' - NATURAL BUFFER a?o® Z l n ( - J- I 4 C�, Zw r "" " "" " " "" " " " e; � �;k � 29 ✓ " �"" " """ w" jr " "" " " 28 2 ', B' B I ,. 0 d m., 1( �, (1''i, • ( .' a' """" " """ • "w """ 30 29 B 61 '61„ � t , ,.: � ^w'w : "�,. ,.)�l�� ,,,� y��,�,,,� C)IF 1 I e I I l I ,g 17 ",w 31 36 35 31 61 � B, �� �./"'"'�"�(/"a,: W H 3 32 � B 8 c w N ,�ri,r I FS :, ""w" I � \ �J S37'04'40"E 273J Engineering, Surveying & " i .,_. Landscape Architecture PC f " � " w / G _ " " " I " 1 O N 00 oto a 1 Motor Parkway ." III... .. . J: o a cn " W , r W 1 Suite 135 J N 1 � I w " " , mm ., Wo PHASE 1 cC� m�m r� Hauppauge, NY 117 88 " E p i 631.787.3400 " " " J I , " m �w • m r " 1 " w m J f ( \ w PH , " : , � r I \ 1 " , " PHASE 1 " A S37°04 40 E _ .0 V' r� " w f e, 11111 III i Y i J 4` I�r /{) i i Q7 r T w E RE G T F " m � I 4 " r w w , 4 2 " w i' N N : w w c , 2 ✓ , �'' CJI CJI Cli " " N N " O O � " " e2 ., a , r e e •w 1 • p O '' w w, 4 48 I 49 )� �' -� ® P i I S37°13'30"E (DEED) I """""" � "" °�� � I I B � " �It �.� .;, �" � 32_ c o S37'04'30"E (ACTUAL) 221. ZJ PHASE 2 J; D �. \ A \ I• �� N37 13'30"W 400.00 J "w PHASE 300 u7 N (D 102 102 `^ P \\ CD w 707 "w 96 • 86 " ,M CD A A A h I r A 93 A I A w "w" w w 1 •, ® ,, w, " "" " ry 1 cx w w w 8 " 21Ili, " p "" - g Le end I 4 7 1 I 110 111 I 7 6 118 \ / 0 7 A I A 106 7 `w 1 AA ","e 113 e A 1A A 119 1A � PHASE 1 Cn PHASE 2 Cn P I ASE 4 PHSE3 o ; w 2 PHASE 3PHASE NATURAL BUFFER (NOT TO BE CLEARED) / o / �6_ PHASE 4 I N36'54'20"W - \ 2009.51' (DEED) I 2009.22' (ACTUAL) 1 q 80 0 80 160 I 0 I SCALE IN FEET J ........� ........ / 1 \ ........ ......... I Phasing Notes: The developer's intent is to complete this project in four phases to occur in four phases over the course of lines in order to allow for future connection of all units. irrigation wells. approximately four years, with each phase estimated to be approximately one year in duration. The following 11. Installation of Gas and Electric Utilities (4 weeks - once all of the utilities are installed within the road way, the WILDLIFE SWEEP NOTES: sections provide a detailed outline with approximate time frames for each task. It is noted that there may be Contractor will coordinate with PSE&G and National Grid to have the electric and gas lines installed. All work will Upon completion of the landscaping task, the Contractor will clean the Phase 2 work area and prepare for 1. Sweeps are specifically for box turtles and trees that show signs of bat roosting for long eared bats. alterations to the overall phasing plan within each phase due to weather constraints, constructability, or other be done in accordance with the respective utility specifications. As units are constructed connections to these the next phase of work. utilities will be installed. Utility stub outs shall be installed just past the curb lines in order to allow for future 2. April 15 through October 15: Prior to beginning clearing, measures to protect the Eastern Box Turtle must be taken. As a obstacles unknown at this time. Prior to the start of each phase, the construction manager is required to provide a connection of all units. Phase 3 New York -listed species of Special Concern, the Easter Box Turtle requires some measure of protection to ensure that the schedule of work for review and approval by the Owner's Engineer where they are to outline any variations to this 12. Installation of Curbing and Sidewalk (5 Weeks - Contractor shall construct all curbing and concrete sidewalks species does not become threatened. Species of special concern are protected wildlife pursuant to Environmental plan. within the site. Conservation Law section 11-0103(5)(c). To minimize the loss of Eastern Box Turtles, any clearing at the site scheduled Phase 3 will consist of construction of 32 residential units and all related infrastructure as shown on the Phasing from April 15 through October 15 will be preceded by wildlife surveys following the protocol below. 13. Placement of Road Subbase and Paving of Binder Course (8 Weeks - Once all of the utilities are installed within Plan. Thea approximate area of development in this phase is 6.6 acres. Work sequencing will be generally as follows: INSPECTIONS REQUIRED BY TOWN ENGINEERS the road way. pP P P q 9 9 Y a. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box See note on this plan `Town Engineering Inspections Required in Each Phase of Work". turtles, and their qualifications provided to the Planning Board for approval prior to the surveys being conducted. It is noted that the road section must be stabilized with the subbase course RCA or stone aggregate blend prior to an Steps 1 & 2 (2 Weeks - See Phase 1 b. The Survey effort required must equal the following: area of impacted x 4 person-hours/acre = total person-hours of P X survey effort. CLEARING NOTE: work related to the building construction can commence. This base must be maintained on a daily basis as needed c. Timing of Survey. It is noted that the above tasks may take place concurrently with the final stages of phase 1 in order to c.a. The Survey for Eastern Box Turtles must be conducted immediately preceding clearing activity. LAND AREA TO BE CLEARED SHALL BE MARKED PRIOR TO CLEARING, INCLUDING IDENTIFYING THE EDGE OF THE to allow for the un-impeded movement of emergency vehicles (if RCA is used it must meet the NYS specifications c.b. Surveys must be conducted at the time of da and during weather conducive to peak activity for turtles, to the minimize construction duration. � y g p y NATURAL BUFFER AS SHOWN ON THE APPROVED SITE PLAN AND SHALL BE INSPECTED BY THE PLANNING BOARD OR greatest extent practicable and as advised by the herpetologist. THEIR DESIGNEE PRIOR TO ANY LAND CLEARING. 14. Foundation Construction (32 Weeks) - The Contractor will construct the foundations for all units within this phase. d. Prior to clearing, temporary barriers of wire-backed silt fencing shall be installed around the limits of work and turtle It is noted that this task will be completed simultaneously with the site work listed above. Steps 3 through 7 (8) Weeks - See Phase 1 surveys must be conducted. e. Installation of the temporary barriers must minimize vegetation disturbance. No clearing may occur outside the Limits of Below is a per phase description of the work to be performed. 15. Unit/Clubhouse Construction (40 Weeks - As foundations are constructed, the Contractor will begin constructing Work. the units and club house structures and interiors. It is noted that this task will be on going throughout the 8. Rough Grading and Earthwork (6 Weeks - The Contractor is to perform rough grading of the area of work. This f. The bottom of the silt fencing must be buried in a 4-ionch deep trench. The trench must be backfilled and compacted. duration of the work as foundations are constructed. includes earthwork necessary to achieve approximate grades, excavation for drainage reserve areas, bringing the If it is not possible to dig a trench, then the bottom of the barrier must be affixed to the surface. Phase 1 road bed to approximate subgrade elevation. It is noted that all rough grading shall be done to direct stormwater g. Once installed, the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of runoff from the construction area to the drainage system in accordance with the SWPPP. the barrier. No hay bales or other backing material shall be used. It is noted that the parking lot of the community building shall be stabilized with RCA or aggregate blend subbase g Y h. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area, but able to Phase 1 will consist of construction of 34 residential units and the Clubhouse as shown on the Phasing Plan. material prior to any work related to the building construction. This base must be maintained on a daily basis as be opened for equipment to go in and out during work hours (and closed again at the end of the work day). The approximate area to be developed is 19.3 acres. The work will also include construction of the proposed Under this phase of work, the Contractor may start excavation for and construction of foundations for the i. The barrier should be installed immediately prior to the required survey. needed to allow for the un-impeded movement of emergency vehicles (If RCA materials are used, it must meet NYS units. j. The biologist leading the survey shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the roadway and parking lots up to the asphalt binder course, and installation of the drainage and utilities within sJeCIflCatlOns�. integrity of the barrier. the limits of work. Work sequencing will be generally as follows: k. Silt fence barriers may not be removed from the site until that phase of the project is complete and is stabilized by 9. Installation of Drainage Facilities (6 Weeks - The Contractor is to install the drainage facilities including all catch vegetation. 16. Off-Site Development (3 Weeks - Contractor to complete work in accordance with the off site plan, including basins, piping drywells, diffusion wells, etc. within the area of work. Any necessary connections to drainage I. Routine silt fence barrier maintenance is required during the Turtle Active Season (April 1st through October 31st) - 1. Construction Stakeout (1 Week A Pre-construction meeting is required with Town Engineers and Planning prior curbing, sidewalk, paving, drainage, etc. Work will also include extension of the existing water main in accordance completed in thePrevious phase shall be completed. once per month a person familiar with barrier maintenance and installation shall inspect the barrier and facilitate any e Systems y to any work. The contractor shall provide survey stake out of limits of work prior to mobilization. An inspection of with the Suffolk County Water Authority. Drains stems to be insg phase during this are: repairs or alterations. The turtle barrier should remain taut between stakes and any holes along the bottom repaired. the work area by the Planning Board and Town Engineers shall be coordinated after the stakeout is complete. 17. Fine Grading/Topsoil (3 Weeks - The Contractor shall grade and place topsoil to meet grades indicated on the m.Outside Turtle Active Season (November 1st through March 31st) - If the barrier has been left in place over the winter After the inspection, construction fencing shall be installed at the limits of disturbance to avoid any unnecessaryPartial Systems (Remaining from Phase 1): C, H months and construction is on-going, a biologist shall conduct an early season inspection in late March or early April to clearing and grubbing. plans. Full System Installation: I, J, Q facilitate any repairs or alteration necessary for the barrier to function for turtle protection. 18. Installation of Road Lighting (2 Weeks inte at 2. Wildlife Sweeps (1 Week - Once the limits are work are staked out, the contractor/owner shall coordinate after paving operations are completed (see below). from the proposed clearing as possible. environmental sweeps of the areas to be cleared (See Wildlife Sweep Notes on this plan). If determined that there Steps 10 through 15 (f80 Weeks - See Phase 2 o. Documentation of dates, times, area covered, names and qualifications of personnel involved and results of the survey is wild life in the area, they will be relocated to a portion of the site that will remain undisturbed. Otherwise, 19. mulchiLandscng be ding le Weeks - All landscaping including foundation plantings, trees, buffer restoration, seeding, must be provided to the Planning Department as soon as possible after completion. Cutchoa ue mulching to be completed. Permanent and temporary irrigation systems will also be installed, including the J construction will commence (see Wildlife Sweep Notes for details). required irrigation wells. Phase 4 3. Mobilization (1 Week) - The contractor will construct the staging area and mobilize all equipment and materials to the site, install temporary traffic control devices and implement any measures relative to the Community Air Upon completion of the landscaping task, the Contractor will clean the Phase 1 work area and prepare for the next Phase 4 will consist of construction of 28 residential units and all related infrastructure as shown on the Phasing Cutchogue, New York Monitoring Plan and Health and Safety Plan. Prior to work, the contractor shall provide three stop signs and Town of Southold painted stop bars as Temporary traffic control at the intersection of Griffing Street and Schoolhouse Road to be phase of work. Plan. The approximate area of development in this phase is 6.1 acres. Work sequencing will be generally as maintained until a time when the off-site improvement work is completed. sfollows: 20. Bridle Lane Emergency Access Construction (1 Week Contractor shall construct the emergency access off of No. Revision Date Appvd. ° Access roadways and/or temporary turning areas must be maintained throughout construction to prevent access Bridle Lane including the fencing, signage, utilities, etc. It is noted that the emergency access may NOT be used Steps 1 & 2 (2 Weeks - See Phase 1 12 TOWN REVISIONS 6/14/17 AVL � for construction access at any time. TOWN ENGINEERING INSPECTIONS REQUIRED IN EACH PHASE OF WORK: Q conflicts with all trades, contractors and independent site workers. 11 SCDH REVISIONS 4/22/17 AVL It is noted that the above tasks may take place concurrently with the final stages of phase 1 in order to THE OWNER AND CONTRACTOR SHALL ENSURE THAT THE FOLLOWING ° 4. Limited Clearing for ESC Installation: Contractor shall perform limited clearing for installation of Erosion and Phase 2 minimize construction duration. INSPECTIONS ARE COORDINATED WITH THE TOWN ENGINEERING 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 6 DEPARTMENT DURING EACH PHASE OF WORK: Sediment control measures as necessary. The locations of the ESC measures shall be marked out and the Town 9 TOWN REVISIONS 3/27/17 AVL Phase 2 will consist of construction of 24 residential units and all related infrastructure as shown on the Phasing '5 notified for an inspection by the Town Engineers prior to clearing and installation. Steps 3 through 7 (8) Weeks - See Phase 1. 1. EROSION AND SEDIMENT CONTROL MEASURES IN PLACE Q 5. Erosion and Sediment Control Measure Installation (2 Weeks - In accordance with the SWPPP and the Erosion and Plan. The approximate area of development in this phase is 6.3 acres. Work sequencing will be generally as follows: 2. CLEARING AND GRUBBING, EARTHWORK - INCLUDING STOCKPILING 8 SCDH REVISIONS 3/9/17 AVL LO Sediment Control Plan, the contractor will install all silt fence, inlet protection, tree protection, etc. as required8. ough Grading and Earthwork (6 Weeks - The Contractor is to perform rough grading of the area of work. This AND ANY TEMPORARY DRAINAGE NECESSARY 7 SCDH REVISIONS 2/8/17 AVL prior to the start of any other work. This task may be done congruently with mobilization. Steps 1 & 2 (2 Weeks - See Phase 1 ncludes earthwork necessaryto achieve approximate grades, excavation for drainage reserve areas, bringing the 3. DRAINAGE FACILITY INSTALLATIONS "' 6. Clearingand Grubbing/Tree Tree Relocation and Buffer Restoration (3 Weeks - The contractor shall clear and rub the pp g g g g 4. ROAD BASE INSPECTION g./ � 9 road bed to approximate subgrade elevation. It is noted that all rough grading shall be done to direct stormwater 5. UTILITY INSTALLATION area of disturbance as well as relocate the trees identified on the Tree Relocation Plan prepared by VHB. All It is noted that the above tasks may take place concurrently with the final stages of phase 1 in order to runoff from the construction area to the drainage system in accordance with the SWPPP. 5. CURBING MOMEMEMEME= clearing shall remain within the limits of the work for this specific phase and all vegetation cleared will be removed minimize construction duration. 7. ASPHALT BASE AND WEARING COURSE Issued for Date from the site and properly disposed of as necessary. Trees to be relocated will be done so as to minimize the Under this phase of work, the Contractor may start excavation for and construction of foundations for the 8. FINAL GRADING August 6, 2015 impact to the buffer areas where they will be relocated to. Clearing and grubbing shall not take place within the Steps 3 through 7 8 U Weeks - See Phase 1 units. 9. FINAL SITE STABILIZATION g natural buffer area. This task shall also include any buffer restoration and supplemental plantings within the buffer Cprovided weather allows. The Planning Board Shall conduct periodic inspections of the site during clearing. The large THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE 8. Rough Gradin and Earthwork (6 Weeks - The Contractor is to perform rough grading of the area of work. This 9• Installation of Drainage Facilities (6 Weeks - The Contractor is to install the drainage facilities including all catch ENGINEERING DEPARTMENT PRIOR TO COMMENCING WORK RELATED TO drainage reserve areas to be cleared in Phase 1 shall be seeded (with Seed Mix C, see Landscape Plans L-1 and 9 9 P g g g basins, piping dr wells, diffusion wells, etc. within the area of work. An necessary connections to drainage THE ABOVE INSPECTIONS. T L-2 as soon as possible after grading, weather ermittin includes earthwork necessary to achieve approximate grades, excavation for drainage reserve areas, bringing the P P 9 Y Y Y 9 6 ) P g g' permitting. road bed to approximate subgrade elevation. It is noted that all rough grading shall be done to direct stormwater completed in the previous phase shall be completed. Drawing Title _0 7. Soil Management (2 Weeks - Prior to the soil management phase beginning, the Town Engineers will inspect the Drainage Systems to be installed during this phase are: CONSTRUCTION ACTIVITIES LIMITATIONS AND TIME PERIODS soil stockpile location. The Contractor shall strip topsoil and stockpile in accordance with the project Soil runoff from the construction area to the drainage system in accordance with the SWPPP. 9 Y 9 PConstruction Phasing ~ Management Plan and Air Monitoring Plan. During this phase of work, all testing and mitigation shall be done for Partial Systems (Remaining from Phase 1): A, B, M THE DEVELOPER HAS AGREED TO LIMIT CONSTRUCTION ACTIVITIES ON THE impacted material. Stockpiles are to be covered and protected as necessary. No scraping of topsoil or gradingUnder this phase of work, the Contractor may start excavation for and construction of foundations for the Full System Installation: K, N SITE TO SIX DAYS A WEEK, WITH ALL WORK BEING PERFORMED MONDAY o can begin until the buffers are fully planted or a sufficient buffer has been left in place,gas approved by the units. THROUGH SATURDAY BETWEEN THE HOURS OF 7:00 AM AND 6:00 PM. Plan THERE WILL BE NO WORK ON SUNDAYS AND WORK ON SATURDAYS WILL BE a_ Planning Board, to provide dust and noise mitigation to residential neighbors. Steps 10 through 15 (f80 Weeks - See Phase 2 LIMITED TO INTERIOR WORK ONLY, WITH NO SITE OR EXTERIOR WORK BEING 0 9. Installation of Drainage Facilities (6 Weeks - The Contractor is to install the drainage facilities including all catch PERFORMED. Z It is noted that testing relative to air monitoring will be ongoing throughout construction as deemed basins, piping dr wells, diffusion wells, etc. within the area of work. An necessary connections to drainage Q g g g g g P P 9 Y Y Y 9 16. Paving Top Course (2 Weeks - Upon completion of work the contractor will repair any damaged asphalt binder J completed in the previous phase shall be completed. IN ADDITION, LI CONSTRUCTION ACTIVITIES ARE PERMITTED ON THE Q necessary by the project environmental consultant. P P P P course if necessary and apply the top course of asphalt to the development. Any pavement markings and FOLLOWING HOLIDAYS: '5 Drainage Systems to be installed during this phase are: permanent traffic signage are to be applied. 0 NEW YEAR'S DAY Q 8. Rough Gradin and Earthwork (6 Weeks - The Contractor is to perform rough grading of the area of work. This Partial Systems (Remaining from Phase 1): None 17. Punch List and Cleanup 4 Weeks - Upon completion of the above work, the Contractor will complete an punch MEMORIAL DAY 9 9 � P g 9 g P ( � P P P Y LO includes earthwork necessary to achieve approximate grades, excavation for drainage reserve areas, bringing the Full System Installation: P, R list items, ensure that the site is clean and will demobilize all equipment. INDEPENDENCE DAY (FOURTH OF JULY) Drawing Number. • LABOR DAY road bed to approximate subgrade elevation. It is noted that all rough grading shall be done to direct stormwaterLO 0 THANKSGIVING DAY runoff from the construction area to the drainage system in accordance with the SWPPP. 10. Installation of Sanitary facilities (6 Weeks - In conjunction with the drainage work, the Contractor shall install the As mentioned above, the above phasing is subject to change based on the Contractor's proposed schedule, weather, 0 CHRISTMAS DAY 9. Installation of Drainage Facilities (8 Weeks - The Contractor is to install the drainage facilities including all catch proposed water and sewer facilities. site constraints, etc. The time frames given are estimates and may also vary depending on actual work required. It basins, piping drywells, diffusion wells, etc. within the area of work. 0 11. Foundation Construction (32 Weeks - The Contractor will construct the foundations for all units within this phase. is noted that within each phase there will be tasks being performed concurrently in order to minimize the duration of Drainage Systems to be installed during this phase are: It is noted that this task will be completed simultaneously with the site work listed above. construction. PHml r_ Partial Systems (w/in Roads only): A, B, C, H, M 12. Unit Construction (40 Weeks - As foundations are constructed, the Contractor will begin constructing the units ° Full System Installation: D, E, F, G, L, 0, S and club house structures and interiors. It is noted that this task will be on going throughout the duration of The Contractor is required to perform all work in accordance with the project plans, and the Town of Southold the work as foundations are constructed. Sheet of 13. Utility Connections (Completed as Units Are Finished Connections to water, as and electric services will be requirements. Drainage structures as designed, and/or temporary drainage systems must be in place, protected and maintained Y ( P � - g 1 1 throughout all construction phases prior to commencement of building construction. Temporary drainage such as completed as the units are ready for them. Connections to be made to previously provided stubs. swales or other systems must be planned and certified by the project Design Professional. 14. Fine Grading/Topsoil (2 Weeks) - The Contractor shall grade and place topsoil to meet grades indicated on the plans. 15. Landscaping/Seeding (4 Weeks - All landscaping including foundation plantings, trees, buffer restoration, seeding, 10. Installation of Water and Sanitary facilities (12 Weeks - In conjunction with the drainage work, the Contractor Project Number 6 mulching to be completed. Permanent and temporary irrigation systems will also be installed, including the required („ shall install the proposed water and sewer facilities. 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I _ ."ONOM&"VW milawl . ­ . .. 9 I 0", _. __ - W= 'Moliiiiiiiiiiiiiiiiiiiiii.ft, 0 Cutchogue, New York .. -, I ... . woo..OW=NNNMNbmmmmpomm. .- .. -_ -_ -m.,.RR~R*m. --- - - I .- . . I, !, , OrSCIL . . -mill,110"Ri I _­z2Ea__._._y­ . . . � SI 1! .00 FIOPSOIL -_ -.l . I 1 . . I :...- -, __­ -_­, . ... ...­­., ..- . I 1 im -MONOOM 1 . .I.... .­ I. I.....I.. .I ____._ _. I - . ., ...- . ­ ,_­ ­ IL -..".1. " ...... ....." . I I � I , . I i I­ . . SILTY 7LOAM . .. . . I . . STLTY LOAM .. 1.I . .- I— ­­ __ ­. . - ­.... . ..� I....l.1. BROWN SILT (SM)- I � . . . ; Town of Southold ., ....I .­­ ­­...___.._ . ... . , ­..."... - . . .. -.... ­­ "'...., __ - ____ .�. I --... . . . . . . . --j.__...__..._-'.... ..... 1-1 I -a-- -- Ill mom I 7 No. Revision Date Appvd. . . 9 . 15 I - . .­­ _... I -, 1. .­­ ­ ._, I . .0 4 . .- ­. 1. .... .'. 1: . ...- - .. - -. ..-. - I . . . I . . 1. .-­ ­ . .1.. I .. .___ _., AFTJ"O , . I . . 12 14 - I I . 12 TOWN REVISIONS 6/14/17 AVL E � _. . - . 19 . ' I . LLJ 3 __ - �----____ ------.-- 16 20 AND . . . 24 - LIORT BROWN SAND AND I . - I- I- '. ....... -1 ,.­ .11__ COARSE TO, FINE ]�ROWN-AND I . I . . 11 SCIDH REVISIONS 4/22/17 AVL L: 6 1 1 _- ­ . 11 ­I... . - ., - ­.. . . I I I . .-i - .1.... ..1- .I.. .., ­.. 1-I-_I-­TM-EL$ OCCASIONAL L' . . . ' D : : I . I Q) I I ; L11;1iT BRIOVN SOD-AN COARSE TO FTNE 'BROWN AND I IGH BROWN SAND AND I . 5 I . - . . I ..--Woxb.o- - I . . 0) 5 .__----- A IONAL � _. 6------- _.. - ... . ­ . ..-.,. ..---.,. - . __.. . ­-­..­ "" .,-,. ­ kAVEL (SW) --mmimmilimm. � . I ­' "­­­ ­­ ­­ GRAVEL (SW) I . . . . 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL __j .. - ..­ GRAVEL I 1� , . 1 14 : . . . . . :5 : .. . 5 9 LARIC-E - I 1 12 16 - . . . .. I......I. ., ­ .,.--. .. ..""...­.. ­ ... , 1. . < . 12 15 LARGE GRAVEL (SP)SW) . ..­­­ ­ ­:�' 1- . ....­. 1. . 11 _QUVE�Rmmm�M .1 . .. ­­ ­­- .--­.. ­­ _._-.1 FINE BROWN AND . .. . . 17 . . . . . .1 9 TOWN REVISIONS 3/27/17 AVL ") r- ___ .. ... . makillilloww"�­0 _____ - 17 r. . . 18 ­'� COARS' 10 - I . I . - _'.. . ...,L... .. .. I .... .. . .1--.1 -12....- , . . I . . ,;I- I - 9 2 I 2 . - ... . . . . . 8 SCIDH REVISIONS 3/9/17 AVL I � 6� ­� - - --- ­.. .1 .... .. . ..... . _... ..._­_ - .... - .. .... . .1 ,� I . ..., . _-11 I --...._-1 . I . . . I . ... I I . . '. - , . QUVEL (SW) . ..1. �........ ­.. . I.-I ..,­... ...- _­... ."."... . 7 SCIDH REVISIONS 2/8/17 AVL COARSE T �1, 11) THIN LAYER . - . L . . 6 �lffl��- .... .. 11.1. I ­ . _.. .... I—— _,­.. . .. AND GRAV . . I .I...L.-­­ ..-.. ..- ...1 . . .­.... .., .. I . . . . I . . I OF SILT (Sp/sxy . . . .1 . . . �__ . 0 GRAVEL (SV) -­... . .­­­­­ _­ ­ _.. . ., .........ow.mommo�-- . 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I . i . . 1 . . . r--: . I I . I - I . . SBml 0 I L _... ......' _ _'...- , ''.-.-- 1. I I­... . Q) ­___., ..­­.. .,.. .... ..­.. ,.,__,,L-. . . ._­.... ........ ..-- .. ­­ .... ..... . . . . . . C RRRmmmmm__RRRm I . . I . . . . 14 . . : :5 . . . . ­.­­----- -..-- ­-- . . _� 12 11 . .. 17 . - ..­­.... I . .. - I . . . .1. -11, I....".. ­___.­­ 12 . .. 1 . .......-­ . ­­.. ........ . ..I.... , I &Iff 25 ,. Sheet of ­_ b 14 14 1 4z L -I ­ ... ... . . . >; 2 16 . . . I-- - -i6 24 . 15 1 , _..I,� . . I 0 1 -4 26 - __ - _____ - . ... .....6_ . . . . . . _0 - .- _. 11"', _.... � . . I - . V) All . ­­­­�, I I I - - . . . . ' ' . 1 1 (D . . . . .. END oF BORING: 25'0"' - . I I . . . ," , I ," . �,_, "' � �fa�"' � . I 0- "i " h ,,, , 11'1'11,1�, "I, � , I 11 � q-1 U !� _ � 4 I ", �� � F N 11 i , I [ I Pf � 0 ,_� � I I " �� - I I"] : i V I �� h " ' ' I b " 11 X ' " '11' I I I 11 11 " ::4,m ,� Il- ��� ... , " , � � _ � ," 5, , , " �A'111111111 , ,,, ii ' ' , , 11 '11, ) E , I [ � I , � I C I . I . . General N tes -0 FIND OF 130RING; 25,101, 0 a) ................... . 1 I . -------.--. . . . 3: 1. SOIL BORINGS PERFORMED BY SLACKE TEST BORING, INC. ON DECEMBER _0 Q) 5, 2006. Project Number > 0 2. SEE UTILITY PLANS BY VHB FOR BORING LOCATIONS. 0� 29305.00 SCDHS Reference # CIO-06-0013 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00—SMP — REV.dwg E O V 00, 0 00 10 s APPROXIMATE LIMITS OF BUFFER AREA TO REMAIN EACH PHASE (SEE PHASING NATURAL AROUND SITE PLAN FOR DETAILS) (SEE GRADING PLAN FOR LIMITS OF NA AREA Engineering, Surveying & Landscape Architecture, PC . 100 Motor Parkway Suite 135 " "' ' ,,,,,, Hauppauge, NY 11788 631.787.3400 ,,, ------- .. . ..... ......... ...-q ... ..... 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J CLUBHOUSE „� 61 P 2 N3 N3 6190 GFA N3 �Z 1 s RY BS 69 J Sri 66 Z _ EN EN w 67 61 i 62 i EN z 47 PHASE 2 PHASE 4 STOCKPII . + STOCKPILE T OC�� AREA BUFFER AREA TO REMAIN STOCKPILE PHASE 3 AREA � NATURAL AROUND SITE AREA $� (SEE GRADING PLAN FOR 10A2 P LIMITS OF NATURAL AREA 101 96 I A 100 97 A p 92 A 8T A 85 1ry9 A A 95 90� 8A9 88 A EL HAR VEST POINTE LANE PHASE 1 1ry1 P ' 103 1A 1A 106 107 109 1A 1A1 112 115 1A 117 1A DRAINAGE A 10A8 11A3 111,4 1119 1A RESERVE AREA PHASE 4 PHASE-3 � PHA L Harvest Pointe at Cutchogue Cutchogue, New York Town of Southold No. Revision Date Appvd. Earthwork Calculations 12 TOWN REVISIONS 6/14/17 AVL W General Soil Management Notes Soil Handling/Testing Notes 11 SCDH REVISIONS 4/22/17 AVL 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL N SURFACE TO SURFACE CALCULATIONS: 1. CONTRACTOR IS RESPONSIBLE FOR COMPLETING SOIL MANAGEMENT FOR THIS PROJECT IN 1. HANDLING OF ALL IMPACTED SOILS SHALL BE AS SET FORTH BY THIS SOIL MANAGEMENT J TOTAL CUT (FROM SURFACE TO SURFACE ANALYSIS): +46,382 CY ACCORDANCE WITH THIS PLAN. HANDLING OF THE TOP 12-INCHES OF MATERIAL ON THE PLAN, IN ACCORDANCE WITH THE DIRECTION OF THE OWNER'S ENVIRONMENTAL 9 TOWN REVISIONS 3/27/17 AVL TOTAL FILL (FROM SURFACE TO SURFACE ANALYSIS): -103,242 CY SITE SHALL BE DONE AT THE DIRECTION OF THE PROJECT ENGINEER AND ENVIRONMENTAL REPRESENTATIVE. CONSULTANT. 8 SCDH REVISIONS 3/9/17 AVL co 2. THE CONTRACTOR SHALL STRIP THE TOP 12-INCHES OF TOPSOIL MATERIAL AND STOCKPILE N INITIAL CUT/FILL COMPARISON: -56,860 CY of IN AREAS SHOWN ON THIS PLAN (UNLESS OTHERWISE APPROVED BY THE PROJECT 2. THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENTS OUTLINED IN THE 7 SCDH REVISIONS 2/8/17 AVL PROJECT STORM WATER POLLUTION PREVENTION PLAN RELATED TO MANAGEMENT OF STORM ENGINEER . N 10% HANDLING & CLEARING/GRUBBING FACTOR: -5,600 CY WATER AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION. REQUIRED EARTHWORK BEFORE ADJUSTMENTS: -62,546 CY MATERIAL 3. TOPSOIL SHALL ONLY BE STRIPPED IN THE RESPECTIVE PROJECT PHASE AREA OR AS o 3. CONTRACTOR TO REFER TO SEPARATE SOIL BORING PLAN AND SITE PLANS FOR ADDITIONAL DIRECTED BY THE PROJECT ENGINEER. CARE SHALL BE TAKEN TO PROTECT AND TO NOT Issued for Date DESIGN INFORMATION. NOTE: DISTURB AREAS THAT ARE TO BE LEFT IN NATURAL CONDITION. .July 10, 2015 o N ABOVE SURFACE TO SURFACE ANALYSIS COMPARES EXISTING AND PROPOSED GRADE USING AUTOCAD 4. FILL LOCATED UNDER PAVED SURFACES OR BUILDINGS SHALL BE SAND/GRAVEL MIXTURES 4. ONCE STRIPPED, STOCKPILES SHALL BE SAMPLED BY THE PROJECT ENVIRONMENTAL CIVIL 3D SOFTWARE. THE TWO SURFACES ARE DESIGNED AS EXISTING AND PROPOSED FINISHED WHEREVER POSSIBLE. MIXTURE OF LOAM REQUIRED FOR THESE AREAS SHALL BE IN CONSULTANT TO DETERMINE LEVELS OF ARSENIC. STOCKPILES THAT CONTAIN LEVELS REQUIRED THAT ARE NOT ACCOUNTED FOR IN THE SURFACE TO SURFACE ANALYSIS. SURFACE. THE ADJUSTMENTS BELOW ARE CALCULATED TO TAKE INTO ACCOUNT VARIOUS EXCAVATIONS ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO ENSURE BELOW 13 MG/KG MAY BE UTILIZED AS TOPSOIL FOR FINAL GRADING AND LANDSCAPING. STRUCTURAL INTEGRITY. SCTM. 1000-102-01-33.3 T SHOULD THE STOCKPILE BE ABOVE 13 MG/KG, THE CONTRACTOR SHALL MIX IN CLEAN _0 IN THIS ANALYSIS, CUT EARTHWORK IS DENOTED AS A POSITIVE NUMBER AND FILL EARTHWORK IS SAND AS DIRECTED BY THE ENVIRONMENTAL CONSULTANT IN ORDER TO REDUCE THE Drawing Title a DENOTED AS A NEGATIVE NUMBER. 5. FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S LEVELS OF ARSENIC BELOW STANDARDS. ONCE LEVELS ARE BELOW THE REQUIRED 13 RECOMMENDATIONS. MG/KG, THE CONTRACTOR MAY PLACE AS TOPSOIL. SoilManagement • Adjustments to Surface to Surface Calculations 6. ANY MIXING OF IMPACTED SOIL REQUIRED SHALL BE DONE IN ACCORDANCE WITH DIRECTION 5. THE CONTRACTOR MAY PLACE UP TO 18-INCHES OF TOPSOIL IN LANDSCAPED AREAS AS o OF ENVIRONMENTAL CONSULTANT. NECESSARY TO MAINTAIN ALL TOPSOIL ON SITE. SEE LANDSCAPE PLAN FOR DETAILS ON Soil Stripping • Structural Element Adjustment (CY) 7. CONTRACTOR TO UTILIZE NON-IMPACTED SAND AND LOAM MATERIALS FOR STRUCTURAL FILL TOPSOIL REQUIREMENTS. u' AND TOPSOIL RESPECTIVELY. CnPROPOSED DIFFUSION WELLS/DRYWELLS 3,772 6. THE CONTRACTOR SHALL TAKE CARE TO PREVENT IMPACTED MATERIALS FROM AFFECTING w 8NO TOPSOIL OR LOAM MATERIAL SHALL BE PLACED BENEATH DRAINAGE RESERVE AREAS OR WORKERS AND NEIGHBORS DURING CONSTRUCTION OPERATIONS. IT IS THE CONTRACTOR'S . HYDROACTION STRUCTURES 1,073 AT THE BASE OF DRYWELLS AND SANITARY SYSTEMS. RESPONSIBILITY TO PREVENT DUST AND SEDIMENT FROM LEAVING THE SITE THROUGHOUT LEECHING POOLS 2,587 THE DURATION OF CONSTRUCTION. Il- 9. THE CONTRACTOR SHALL REFER TO THE PROJECT LANDSCAPE PLANS FOR DETAILS RELATED LO 7. THE CONTRACTOR SHALL KEEP A WATER TRUCK ON SITE AND SHALL WET DOWN Drawing Number BASEMENTS 51,961 TO THE CONSTRUCTION OF THE DRAINAGE RESERVE AREAS. STOCKPILES AND AREAS OF EXPOSED IMPACTED SOIL AS NECESSARY TO PREVENT DUST. PAVEMENT 6,464 8. ANY IMPACTED SOIL THAT IS TO BE STOCK PILED FOR A MINIMUM 48 HOURS SHALL BE SUBTOTAL ADJUSTMENTS 65,857 COVERED WITH PLASTIC. o 9. ANY VARIATIONS ENCOUNTERED IN THE FIELD BY THE CONTRACTOR WITH RESPECT TO THIS SMPM1 cd TOTAL NET EARTH WORK 65,857 CY- 62,546 CY = 3,311 CY SMP SHALL BE DISCLOSED TO THE OWNER AND THEIR ENVIRONMENTAL CONSULTANT N -C (SOIL REQUIRED FOR EXPORT) IMMEDIATELY. U 10. ANY MIXING OF IMPACTED SOIL WITH CLEAN MATERIAL SHALL TAKE PLACE A MINIMUM OF Sheet of > CONCLUSION: 150 FEET FROM THE PROPERTY BOUNDARIES. Z 1 AS SHOWN IN THE ABOVE CALCULATIONS THE NET EARTHWORK VOLUME IS ESTIMATED AS U) 11. IT IS RECOMMENDED THAT WHEN HANDLING IMPACTED MATERIAL, CONSTRUCTION PERSONNEL APPROXIMATELY 3,311 CY WHICH IS CONSIDERED NEGLIGIBLE DUE TO THE SIZE OF THE SUBJECT PROPERTY. GRADES WILL BE ADJUSTED AS NECESSARY IN THE FIELD SO THAT THERE IS NO 60 0 60 120 BE PROVIDED WITH A FACE COVER TO MINIMIZE CONTACT WITH THE IMPACTED MATERIAL. MATERIAL EXPORTED DURING CONSTRUCTION. 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No. Revision Date Appvd. ..................... ............... ..........u TOWN REVISIONS 1/3/17 AVL Lo Issued for Date 45.92 October 18, 2015 Not Approved for Construction Drawing Title El U11fl Fire Truck Circulation Plan n n, 7.6 7 18.599 Cn _j < Fire Truck Drawing Number Overcll Len th 45. 920ft ro Overcll Widt� 8. 500ft Overcll Body He ht 1 . 488ft Min Body Gr unl' 1 . 488ft 0 d Clearcnce Trcck Width 8. 500ft TRmIeO C; N Lock— to— lock time 6. 00s a) 80 0 80 160 c Mcx Wheel Angle 45. 00' Sheet of SCALE IN FEET 1 2 _0 u) Project Number Cn 29305.00 \\vhb\prcj\Long1s1and\29305.00 Heritage Cutchogue\cad\1d\P1anm isc\29305.00—LM—truck runs.dwg E 0 00, 0 10 Engineering, Surveying & Landscape Architecture, PC 100 Motor Parkway Suite 135 Hauppauge, NY 11788 631.787.3400 ............................... ................... ............................... ......... ........................................... .............................. ................. ................I ............... ......................................... ............ 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No. Revision Date Appvd. ..................... ............... ..........LLJ u) TOWN REVISIONS 1/3/17 AVL 30 Issued for Date October 18, 2015 C El Not Approved for Construction Drawing Title Single Unit Truck Circulation Plan n 4 20 n, LLJ U) _j SU-30 - SinFle Unit Truck < Overall Lenqt 30. 000ft LO Overall Widfl-i 8. 0 0 0 f t Drawing Number ro Overall Body Height I 3. 500ft Min Body Ground Clearance 1 . 367ft Track Width 8. 000ft Lock— to— lock time 5. 00S TRm200 C; Max Steering Angle (Virtual ) 3 1 . 8 O' N a) 80 0 80 160 c Sheet of ISCALE IN FEET 2 2 _0 u) Project Number Cn 29305.00 \\vhb\prcj\I_ongIsIand\29305.00 Heritage Cutchogue\ccid\ld\Planset\29305.00-Tree Survey Overlay.dwg E 0 z LIJULE 4 EXI'TING* TFREE INVENTO"FRY SCHEr"A I = � y I � I > TAG 9 Vl CALIPER � I-- I ' I TAG#ISPECIES CALIPER 1 TAG# SPEC I EIS CALIPER1 11 I I � I � 6-l' I c 91, I 0011 �4 7"" �� I " I ........ i.......k � 161 IS 7"" 3I20 I I 472 M .l................. ....6.2-4........................C.. 12" 77`6 � ................. 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"I',"", 6055 ;111 1,34 1 J Ti 1 - I 11 Ill - � 17" 1 1 1 1 2,914, M I'll, _. ............._7�...............11 I I I 1 HIS Submission 5/20/16 AVL ........ 1� 44 5198 C 750 L 7" 1 902, 5, 30,41 , I , . §_...I ..................�1.................p...I........................................I... � ,.____=.­_­I----- ..­...................­.....................1.1, "I 1, I SYMBOL 130TANICAL NAME COMMON NAME I--- 135 C 71' 295 M 81I, 447 1 M Tli I 5I99, 1..... 81� 1 75 1 ii 9f 1 903, ,I M 7'. : 1711.....ill, T! I I I I ,�� � ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( � � � � � � � � � � � � � � � � � � � � � � � .11-11111111111 ",',,'.I,,.,,,,,1,,� "I'll,"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll,.11,11111.11,111,1111,Ill""."""",..",",."""""",'ll"-111,111.11,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,'ll""I'll".1-11,111,111,1111,�Ill""."""""",.111,�'ll""I'll""I'11.11,11.1"I'�,,�'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""'ll""I'll'll""I'll""I'lI PROPERTY LINE R - - I � ( - a I P'�84 -1 79 I sp� Appka 136 I , 6 1 296, M 7" 448 F C -7" 600 I L I '752 L I 1 7I" 1 9,04 M �........... : �� I � �� 11 *ID5� . 137 I 14" - - ,, - I I �_ , I - , 'i, I ". 7I 1. I� � I I � � � � ! #I F18I A PopUus frerra.floides Quaking Aspen 297 M 7 1 449 '011 7 601 1 L 753I L 1 7 I 9105I 1.... . -71-11 7",F�_� *I 11?8 a EXISTING, TREE 139 J 81, ......... ..............M I I . .1 ­­­!,I!- Issued for Date 810 ,(IV � � , 11 __;___1 �', ", , -052 .........................................................................................................................................................._.....................................-................................................................................................................................................................................................................................................................................................................................................................................................................................................................. li, 7" 1 10 '() ", 754I , I. ; q � 9106 L I ": I------------L::::r� #Qay�� 298 M 602 L 7" ill 1 ,27(4 /�� ... ,1,','!'� l -i',87 I P� Re�t,.,flc popt,Afl ''WhOespire' Rirch - -A-5- -.-I ........ ........- ­­­___`__­­­ ---------"ll I ....0,�........ 1, 2W TREE DENTIFICATI10N NUMBER 139 1 J 8 61II 1 April 26, 2016 . I 11 P,i�89 1 13" 1 603 I., 1,1111 7 55I L I I"I," I 907 L � 13" 1 , 11 11 I 11 I' ll, 11E Fogus grcvndfc)�Jo 'A"Vinericon Beech "I'l""I'll""I'll'll""I'll""I'lI -,""I'll, 140 C loll ; ",:,, ,� 1, I/ ­ I , "I " ,' ' E ­l"­'­­­T­­­-­­­ 2 l 6111I � 451 1 ,Vi I'll, I I ,�' 11 , �, z" ,� *01�,56 300 1 1 1 I I� "�, , 1 I , ,'__ - 452 0 6,04 C 141" 756 , L I 7" 1 M 1W, 1: 1: 'I 'll , -�86 1 11 C Prul"ILPS seirofina Bklck c"herilry 'k I I . I I SHEET2 141 J 1 7 ; 6111, III I __-I 8111 1 I -11 '­ 11 "I � �-I.....................1.1.1.-.--������� ..........­.......................................................................................................................................................................................................................­_.__,__­.._­......­­­............................................................................................................- MATCH UNE sill 301 453 0 1605 L 11,11 1 757 I L .9 1 91091, 1l___M___ - I I�� ,"I"I", I 11 I I I --­­--7---­-7-­-, 7- 11 - I— I I I "I -" -- I � 11 "I'' � ,J ...�'vnipelll,)S \A1l'gWlI(Ar)("1 , ­dc�r SHEET 1 142 J , - 1,9M 4" 758 � L 14" 1 9110 � I " "I 'll, I 'll I ; E(.",)s'l'("'v',1 Rlex"""J Ce - 143 p 8h 302 1 J 1 7'�`I I T54 I () I. 60,6 I.. ........... 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Note- 1 2 ­­­­­­­­­­­­­­­,..............."I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'llI 40 0 40 80 THIS PLAN REFERENCES AN EXISTING TREE INVENTORY PLAN PREPARED BY: MARSHALL PAETZEL LANDSCAPE ARCHITECTURE !!!I�� 8595 COX LANE - SUITE 7 SCALE IN FEET CUTCHOGUE, NY 11935 Project Number DATED: 3/4/16 29305.00 \\vhb\prcj\Longlsland\29305.00 Heritage Cutchogue\cad\Id\Planset\29305.00_Tree Survey Overlay.dwg E O V Jd t 00, 0 �. �m,,,,� ,, m ,, ,, .... — ,�— u � m m _ m.m_.. ..n... �....,....,, LLJ .—..n � � m...m,,. .. ... m_ ,n —m_ m .. —.,. .... .. ...n..m..�.�...,...m. ...m.. �.,...�.A, 777..... � 5,„ 5I. -253 ------------ ------------ 41411 � Engineering, Surveying & Landscape Architecture, PC 4 100 Motor Parkway 145 2-17'- -245 ..... �.,.,.,....,. . 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" NO +- T .A7 277 173 3 �ifs �,.............. •, ��jq(�c�f r; T 6 w � wµ a �. �� �y. •✓,."+ -jg 1172, m� " *,,345, 4 ;j4 at t *,d 87L 287 443 56C, 5311 ub tl,, 26 y 410 �., p,J44 a PROPOSED METER/PANEL 230 2:2 16 *549 LOCATION (TYP) 44" 00 00 0° I m �W o0 0 0 00 55 34 00 00 00 4q�+� "„ N tl�u N ������, � 416 Ar. �� � '216 aq'..y 9 �Rw �: #243 . 1 ;' R� 2 �'1 � d 242 6T ❑ a �����wr The Heritage at g � i r �', � Cutc o ue � � � r w � a U11 • �r .... .. p Cutcue New h York o e 9 Town of Southold N ,j,�"t No. Revision Date Appvd. z , + ,➢ 3,Via.. + zl r *,q0 w 48;1 ve. ” W1�N Vii, ° ,,,,,,,, ,,,,,, �� . y �f , d8� l Ott' � ;i'ij t 482 427 �� � ��f"a�:� i * � 7 i o m oo , q o0 3 a 302 06 i�L "Gqp f - � 2 TOWN REVISIONS 1/3/17 AVL r7 ,dM M o 00 m o 31 Qq 34 0 ..,������ o 00 • .......... ,a� 1 HIS Submission 5/20/16 AVL 00 5 24 ,, -323 . a367 2`98 35912 Issued for Date ,� K,;� f�� ��� April ril 2 , 2016 342 35,6 -357 84111 1„a�Y . ' 4j, " ” : " """""" ,"" .. 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Juniperus virginana - Eastern Redcedar 41' 0'54.00"N 72'29'37.89"W 5597 0000803 4" / 10' t 1111 Juniperus virginana - Eastern Redcedar 41' 0'52.17"N.... 72'29'37.37"W 5598 0000804 4" / 10' t.... Juniperus virginana - Eastern Redcedar 41' 0'52.35"N 72'29'37.45"W 5599 0000805 4" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'52.35"N.... 72'29'37.45"W 5600 0000806 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'51.92"N.... 72°29'36.16"W 5601 0000807 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'51.72"N.... 72'29'35.89"W 5602 0000808 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'50.34"N 72°29'35.14"W 5603 0000809 3" / 12' t.... Juniperus virginana - Eastern Redcedar 41' 0'50.30"N 72'29'34.92"W 5604 0000810 3" / 10' t 1111 Juniperus virginana - Eastern Redcedar 41' 0'49.66"N 72'29'33.25"W 5605 0000811 3" / 10' t.... Juniperus virginana - Eastern Redcedar 41' 0'49.26"N 72'29'32.67"W 5606 0000812 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'49.21"N.... 72'29'32.95"W 5607 0000813 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'49.49"N 72'29'33.39"W 5608 Notes 0000814 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'49.29"N 72'29'33.52"W 5609 l� 0000815 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'48.90"N 72'29'32.94"W 5610 1. AS PER THE 11/30/2016 MEETING WITH THE TOWN OF SOUTHOLD TOWN ATTORNEY, PLANNING STAFF, AND PLANNING BOARD CHAIRMAN, APPLICANT WAS INSTRUCTED TO IDENTIFY APPROXIMATELY 30 - 40 0000816 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'48.88"N 72°29'32.81"W 5611 EXISTING TREES TO BE RELOCATED (DURING CONSTRUCTION) FROM WITHIN THE LIMITS OF WORK TO INSIDE The Heritage at THE 50-FOOT NATURAL BUFFER. 0000817 2" / g' f Juniperus virginana - Eastern Redcedar 41' 0'48.38"N 72'29'32.70"W 5612 0000818 3" / 9' t Juniperus virginana - Eastern Redcedar 41' 0'47.90"N 72°29'31.60"W 5613 2. A SITE VISIT WAS CONDUCTED ON 12/21/2016, DURING WHICH THE OWNER IDENTIFIED 50 TREES AS C u tc h og u e CANDIDATES FOR RELOCATION. 0000819 3" / 9' f Juniperus virginana - Eastern Redcedar 41' 0'48.26"N 72°29'31.74"W 5614 3. THIS PLAN INDICATES 50 TREES WITHIN THE LIMITS OF WORK THAT ARE SUITABLE CANDIDATES FOR 0000820 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.53"N 72°29'31.96"W 5615 RELOCATION TO THE 50-FOOT NATURAL BUFFER. Town Oglle, New York 0000841 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.20"N 72°29'31.19"W 5616 4. EACH TREE IDENTIFIED ON THIS PLAN WAS FLAGGED (PINK AND/OR ORANGE RIBBON), TAGGED WITH A Town Of Southold SEQUENTIALLY-NUMBERED RED LOCKING PLASTIC TAG WITH THE TEXT "VHB, INC' AND A 7-DIGIT NUMBER; 0000842 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.30"N 72°29'31.71"W 5617 AND PHOTOGRAPHED. No. Revision Date Appvd. w 0000843 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'47.60"N 72'29'30.50"W 5618 5. PHOTOS OF THE TREES TO BE RELOCATED WILL BE GIVEN TO THE CONTRACTOR PRIOR TO CONSTRUCTION a� 0000844 3" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'46.83"N 72'29'29.62"W 5619 AND CAN BE AVAILABLE UPON REQUEST. 0000845 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'46.10"N 72'29'29.27"W 5620 6. FINAL TRANSPLANT LOCATIONS OF EXISTING TREES TO BE RELOCATED SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S ENGINEER, AND BASED ON FIELD VISIBILITY (GAPS) TO ACHIEVE A SCREENED VIEW Q 0000846 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'46.13"N 72°29'25.01"W 5621 (GAP CLOSURE) ALONG THE PROJECT SITE PROPERTY LINE. � 0000847 3" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'47.52"N 72'29'26.38"W 5622 2 REVISED NOTES AS PER TOWN COMMENT 03/27/17 AVL 7. RELOCATION OF EXISTING TREES SHALL TAKE PLACE DURING A TIME THAT WILL SUPPORT `N 0000849 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.71"N 72'29'27.92"W 5623 RE-ESTABLISHMENT. 1 REVISED NOTES AS PER TOWN COMMENT 01/30/17 AVL 6 0000850 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'49.22"N 72'29'28.47"W 5624 8. RELOCATED TREES SHALL SURVIVE FOR A PERIOD OF THREE (3) YEARS FROM THE DATE WORK ON THE CONSTRUCTION PHASE THAT INCLUDES THE ORIGINAL LOCATION OF THE RELOCATED TREE IS COMPLETED CN 0000851 IMP Fr7fffff19f1fff0MfW0 WM11 3" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'49.22"N 72'29'28.47"W 5625 OR, IF SUCH TREE SHALL NOT SURVIVE WITHIN SUCH THREE-YEAR PERIOD, SHALL BE REPLACED, AT THE Issued for Date C; DEVELOPER'S EXPENSE, WITH A NURSERY-GROWN 6-7" HIGH EASTERN REDCEDAR OR SIMILAR NATIVE N 0000852 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'49.19"N 72'29'33.23"W 5626 EVERGREEN SPECIES, AND SUCH REPLACEMENT TREE SHALL SURVIVE FOR THE REMAINDER OF SUCH January 03, 2017 C 0000853 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'52.23"N 72°29'30.91"W 5627 THREE-YEAR PERIOD OR BE REPLACED AT THE DEV ELOPER"S EXPENSE, AS SET FORTH ABOVE. 0000854 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'52.23"N 72°29'30.91"W 5628 9. RELOCATED TREES WILL BE MAINTAINED AS PART OF THE CONTRACTOR'S AGREEMENT WITH THE OWNER. MAINTENANCE WILL CONSIST OF PERIODIC MONITORING, WATERING, STAKING, MULCHING, AND WEED Not Approved for Construction 0 0000855 2" / 9' f Juniperus virginana - Eastern Redcedar 41' 0'52.24"N 72°29'33.19"W 5629 REMOVAL AROUND BASE OF TREE AS DIRECTED BY OWNER'S LANDSCAPE ARCHITECT. Ing Title N Draw � 0000856 Double 3" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'52.16"N 72'29'32.70"W 5630 10. EXISTING TREE LOCATIONS ARE APPROXIMATE AND ARE WITHIN 10'-0'"t, CONTRACTOR SHALL VERIFY Tree Relocation P a °� 0000857 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'54.05"N 72'29'34.02"W 5631 LOCATIONS PRIOR TO RELOCATION. 0 In 0000858 3" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'54.05"N 72'29'34.02"W 5632 11. WHERE THE BUFFER DOES NOT PROVIDE SUBSTANTIAL VISUAL SCREENING, SUPPLEMENTAL PLANTINGS MUST BE MADE TO THE BUFFER BY PLANTING ENOUGH EVERGREENS AND OTHER TREES AND SHRUBS TO �z 0000859 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'54.48"N 72'29'34.26"W 5633 ACCOMPLISH A DENSE DOUBLE ROW OF EVERGREEN VEGETATION. THE SUPPLEMENTAL PLANTINGS MUST Q BE OF NATIVE EVERGREENS TRANSPLANTED FROM THE INTERIOR OF THE PROPERTY, AS WELL AS NATIVE Q 0000860 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'55.30"N 72°29'34.51"W 5634 EVERGREENS BROUGHT IN FROM A NURSERY IF NEEDED TO COMPLETE THE VISUAL SCREENING. '5 0000861 4" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'56.48"N.... 72'29'38.74"W 5635 Q 0000862 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'56.65"N 72'29'38.93"W 5636 � 0000863 2" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'55.11"N 72'29'40.36"W 5637 Drawing Number a _ 0000864 4" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'54.08"N 72'29'37.45"W 5638 NN 0000865 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'51.86"N 72'29'37.48"W 5639 08 A N 0000866 4" / 12' t Juniperus virginana - Eastern Redcedar 41' 0'51.55"N 72'29'37.78"W 5640 � �S V A 1 TSm3 P 0000867 3" / 10' t Juniperus virginana - Eastern Redcedar 41' 0'50.91"N 72°29'36.71"W 5641 6 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. 1111. '5 0000868 4" / 14' t Juniperus virginana - Eastern Redcedar 41' 0'49.81"N 72'29'34.76"W 5642 T 1111. m Sheet of 0000869 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'49.67"N 72'29'34.54"W 5643 -4 3 3 0000870 3" / 12' f Juniperus virginana - Eastern Redcedar 41' 0'48.16"N 72'29'32.42"W 5644 80 0 80 160 00283 �^ 3: 0000871 3" / 10' f Juniperus virginana - Eastern Redcedar 41' 0'48.24"N 72'29'32.62"W 5645 SCALE IN FEET Project Number > 29305.00 6