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HomeMy WebLinkAbout20190299 Saratoga Golf and Polo Signed MylarsSaratoga Golf & Polo Club Expansion Site Plan Application y r 1\V%JLV 1 VI 1 L ,4 PROJECT SITE `ION & ESC PLAN :RALL ARGEMENT ARGEMENT =RALL .ARGEMENT .ARGEMENT IT IT TAX ID / PARCEL NUMBER: PARCEL SIZE: ZONING: ZONING REQUIREMENTS: FRONT SETBACK MAIN BUILDING FRONT SETBACK ACCESSORY SIDE SETBACK MAIN BUIILDING SIDE SETBACK ACCESSORY REAR SETBACK MAIN BUILDING REAR SETBACK ACCESSORY PARKING REQUIREMENTS 165.-1-20.11 5.867 AC INST-PR-INSTITUTIONAL PARKLAND / RECREATION REQUIRED 60' 60' 30'-100' TOTAL 30' 100, 50' PRIVATE CLUB 1 PER 4 SEATS 1 PER 2 EMPLOYEES RESIDENTIAL 2 PER UNIT OUTDOOR RECREATION POOL 1 PER 3 USERS GOLF 2 PER HOLE GOLF PROSHOP 1 PER 200 SF TENNIS 1 PER 3 USERS TOTAL SPACES REQUIRED TOTAL SPACES PROVIDED PROVIDED 195' (EXISTING) 66' 46', 395' (EXISTING) 30' 24' (EXISTING) 10, REQUIRED 185 SEATS / 4 SEATS = 46 SPACES 20 EMPLOYEES / 2 = 10 SPACES 1 UNIT = 2 SPACES 20 USERS / 3 = 7 SPACES 9 HOLES X 2 = 18 SPACES 1800 SF / 200 = 9 SPACES 36 USERS / 3 = 12 SPACES 104 SPACES 105 SPACES CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3, APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/ DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6, THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OF RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8, CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWING. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.. ZONING BOARD VARIANCE APPROVAL as Mvre CITY UE SARATOGA SPRINGS r t.Y Karttr E. K.aRiu dbt ZONING BOARD OF APPEAL-3 vxe 4 �r — x sn Srsar C.lty Net 374 B2JAnwAr :.4 SARk' oGA Saeaaws New YokK i28dr Refmcca Kerrher�,'ra'�tu Y" aM?.ii8.5$7-3SSL t:Ki518.580,91484 yV?utti.S+tRAT44" WiNtrS,t,AQ #3fl?? /A/ i' F MA 77, R OF THr APPCAL. OF Sat,atoga Golf and Pale Club AN 4 20 301 Church St Saratoga Springs NY 12866 A000Wi'SWARIMM from the determination of dw Building inspector inv 4� mg the prernises at 301 Church St, in the City a Saratoga Springs, Nev, York bang tax parcel number 165, -1-2.0 i € on the Assessment Map of said City. The appei:fant. having applied for an area variance under the Zoning Ordinance of said Cary to permit the crostro aion of several rnember amenities including platfo. m tenrs couixs, a We shop additional parking w d oche* lmprovenenu, rnl a private club in an lnstimtional Parkland, Recreation District and pulpy_. +:Hoke having been duly given of a hearing on said Application held on the 19" day of Elecetneer 201 B, and the 7" day of )anuay 2019, In coisideraeon of the balance between benefit to the applicant with detriment m the health, safmy grid welfare of the community, f move 01,11 the follorwing area vm lances for tive fofkawing annoutts of relief: TYPE l7f R(�G1tiiREMENT ClR1�' OfMEN3knNpt, i Pt'OSED REiIEF REc,X1tREMENt,,,,,,,,, ' �t�'ESTED MN.rtt;riREARYARDS&raacyt ' S0' 114.6' 35.4' 04 70-8%': _ ...—. ...... _...__...._ RE1. M !MUM REAR YARD SF'tR.nr_K Sp' If8' , 40 M 8046 �. MfN€rivM Sick YARD iEaAtat rD j 30' ISN l 144'ak48% ,fARKntvc _...._..... ..... ............ ... ....._.. ........... ............. ---------------------- Asper the submitted plum Or lesser dimewiims, k approved inr +Stet iiA ltmmg masons: 1. The applicant has demo+rc ated c: is benefixcannot be a0raved by ottvr to ins famibie. to -*applicant, The applicant rotes that alternative placements have been. contemplattiK3, and the proposed iocaPas choice mirumf.es impact to nt ghbonng property, while enabling theappikicanr to preserve: mature, trees a.rd a iargra. open lawn. The applicant furtlier notes that the placement of ere new accessory structures is equvalvnt to existing accessory building setbacks- Pinaiiy, the ;fppdicamt Hates that alto prop+nsod location cbo£cex enharn::e the uses cf tiro existing bufk3ings arxf atnensiies, oust as the elubhcx:se, poor and cabana. 2. The applicant has demonstrated that granting this variance will not create an undesirable Change in nnighborhooll cnamnctw or detriment to nearby properties. The proposal includes vegetative screening and a landscape berm to miolrniae wsual mpact to the pn-,porty bordering the proposed pralett, a parking lot I - Saratoga Hospital. The Box d ootes a grade change between the subject parcel and the hospital owwrig lot, as wen'. as vegetative screening insta'led by the-,osp€tal as part of the PUO. for tnar pr operxypm id€ng further vfsuai deflnit€on from the sutffect property, Hnafiy, the Board rotes a concrete wall already is place around much of the subject property, m€nlniaang visual impact to and from: church and Myrtle Streets.. >. the Board finds these variances to be subst-annw. However, sere Board finds "t the substantiality is mitigated by the factors ranted ahoow relating to visibility. The Board further notes that. the propose ; setaask. "croachn'--sm are similm to those already existing for accessory structures in place on the property. 4, These vat will not have significant adverse, physlcai or envirntvnental effect on the ne &.orhwd Or district. The pmrit,ng portion of :,,is proposal that encroaches On the aide setback is planned as permeahie, surface. Additfonaify, as mated abcme, the vegetative buffering and landscape berm will help mitigate visual imparts. .. The alleged d:i fculry is self-created msti£a ai the appikarit desires to oDnstrutt the proposed 'irnpro,vm. e:as. but this is not necessarily fatal to the appttcation, Now: Saratoga County Planning Board decor—, "No Significant Countywide a• interconmusity Impact'. un December 20, 20fB. Planning Board site plan review ratite d Design Review Commission Architectural review rgwred Adapted by the foliowing vote,. AYES: 5 fB. Moore. K. Kaplan. S. Steer. B. Gallagher.. B, Kern', NAYtS: 0 RECUSAL: I (C. Grey; Elated: January 7,200 9 janum-y 14 0019 W A fate chair '. ftereby certify the above to be a fun!, true and correct COPY of a resolution duly adopted by lire Zoning Bond of Appeals of tote City of Saratoga Springs on the date above mentioned, six members of the Board being present, CABANA ARCHITECTURAL RENDERING PROSHOP ARCHITECTURAL RENDERING APPLICANT: Saratoga Golf & Polo Club 301 Church Street Saratoga Springs, NY 12866 ARCHITECT: Balzer & Tuck Architecture 468 Broadway Saratoga Springs, NY 12866 SURVEYOR: Thompson Fleming Land Surveyors, P.C. 12 Lake Avenue Saratoga Springs, NY 12866 PREPARED BY: LOM The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs 518-587-0180 NY 12866 www.dielagroup.com Planning Board # 19.299 APPROVAL: W F it911 APPROVED UNDER AUTHOR! - ESOLUTION ADOPTED BY THE PLANNING BOARMOF TY OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED z Mo Z U 05 U U ORS Hospital, Inc. � W� o s zo 03 N The Saratoga 41 APPROX. LOCATION nZ- -- U_ X o U g EASEMENT AGREEMENT n/f Bk 1454 P POOL WATER LINE N �'_ ' BETWEEN THE SARATOGTA HOSPITAL INC. AND i,' 18 THE SARATOGA GOLF & POLO CLUB, INC. ��,�► BK1454 P36 372.74�� -- �: METER 7 / N82'03'3 o sA \ LN +�� SA� W 364.70 360.8 �`•��' 529.19 S FFE=363.9 PS CONC. I CONC.MON. FOUND 1/!'��` �? Sp; �- ��, -'�- UE � U "C P Ei FFFE=354.05 PAD o C. �/�-UE�� 36 9 ELEC. 1 "IP. a �► "�KF,E�', SH 0ONC: W 9 METERS 369.65 14"ASH H O 71 X g SCE ROW p ECONBOX�1.8d SH V A I 2 �PLl1�i �' CSp ��P� WATER HEATER w IRV SH HEADSTON \ J �o X369.87 S \ 4.78 Q ONC. DECK CON U TREES X E C. OUTLET �V' 370.14 i 0 360. 5 o O 369.9� ` I 1 m _$ �' N /Y SWIMMING POOL o/o 1 CE GR j � 1 �H 36 Q--� "I CL �360.09 3 - o ,_361,3 3�CEDAR / 1 TREES/ 2ND STY. PORC 2 STY. CONC. BUILDING T (GARAGE) .! I RP T\ w P C gQ o 371.7�3R ( 1 370.18 �j c 2" IRRIGATION LINE ��- / w-erg'--Ie IR w 3 6" P �y 7 .40 ! S o -'Bp 15"MPL. ��I Q0�1P CONC. f S day 371.25 DECK369j �' 360.97 l� %S� 3 , I SC EBOARD o �,• =JJ -/ BOX 370.10 4BOLE �I 1 73. 373.41 � � D 6RABAP� _ � B \ 370.70 SH Mp `2)IRV - 373.76 J4 j �0 3 362.91 �- 35 V BALL SHE / \ 394.09 STONE',MEMORI V ` GRND 3 • 2/ \ I l G SQPC S 374.63 BRICK 1 373.74 WALK Cp�C F`3 y?.82 �\ i LAMP 24"MPL 67.41 P r A I (AN Z 374.68 A4D 4 64 �f 3 R I 115"CRABAPPLE-- ELEC. OUTLET p fC0 373.72 a 372.1E 374.38 STONE ;v,�� L 1 R/,I/ 3j2 GB �o�Q / 3-��0 �o��� ' GRO�UMND( � P 4 O 3 3.75 - 91J/ o �i4 2 0 � � � / 1 `4_ 373.45 C(Ue�O/NC �4�zg 2 372.85 24 PL �( � �1 373.94 d c BR w 373.58 �a(/5� IV/ ��4� 3A° 64.19 3G�, SPIGOT i � i X3 .72 ONC, w 9 F Sp lNrw S i/ / / / / / Area= , O 373. 3T /G oT, •W / 3 5.867 acres CZ ,P/��?) Q� s SH 70.72 w V /� O 0 P),p c, c,. f SH \ 366.7 3 ON p) SCV / % 2 3 0 f �,yq/ 28"H KORY O \ 373.57 �� 9.28 / 37L98 �'° a Fc3j1$.� 12" ) i / I / / / IRV BIRD HOUSE /S 24"ELM �� w \ tp ILL, ICV (2) wlNDpw w(73.4 J� EE INGi .16 - Sq 3 /� 6'CRABAP�LE RV WW / / 18 LM / 74 8 ICB / ELEC. 0 / 3 j / / W 30'ELM / _ �6R W j CONC. P FOR / ; / w 1 IP� c, - 370. - _ Vlln �� ��Sq PEDESTAL 0 37 6 69.19 / W / GF PLAQUE MEMORIAL/ l s 3 24"ELMri 1 CV CB a�w- �� j �4" 1RR1GP�10N EI W DER SH ❑ o SH SH oZ3z '� B S Wi X 366.10� O ICB SCV �' '�\• � ICB � 373.37 368.68� - v�" ov TEE `t N 3 / M 0 356.9E G SPIGOTS X Box 1 P�KEE CE - /�66.12 J �,5.99 37211 0.82 �� H - X384.13 Q X oA►d X 372.2� 24"MPL. C •) o �65.27 44" AK . ' 357.98 - 367.20 18"MPL. H 33/ G �33 372.73 H o 1- \ Iv�p�N i 1 SH 366/4 358�38 / 371.26 \ \ J4� I � n �(362.40 99 o I J Z S08'27'13 "E 70.00' 12"MPL CONC. SYEPS PORCH 356.79 PILLAR - CEDAR ROW 356.19 D o 357 24 PIU0 / R0W 81 5/8"IR. CEDAR 1/27IR 357.9,E -ft. - i' -S59. I 1 t 1 358.13�� 1 359.39 j 35 .72 CONC. / RET. WALL 40 PINF� Z , 9 Z Ui / of 358.79 'I I ZI i % o 354. )F,I \ 1 IR " \\ 1\ \� I '1 35.82X� 1 353.59 N o irr� 1 1 X , I V 1 , 57.98 3 0�1 D � oN 1 (1) 1 ,l� 9 352.03 \I ^yam 1� I I t E 365.00 spa >__ � SAS 349.41 1 � X2.26 - 1 --- BOX 6•CEDARSH 363.72 �, 356i89 GAS �353. � 350.' /6"CEDAR / I 12"MPL 355.13 \ SHED355.01 / \GP\\0 _ / 6"CEDAR ASP ALT _ 357.94 371.62 / / � � �. V`t�� ICB 350.04 10 E VEL3". �!'0 36 68AR 362.09 PA OT G i _ 1 'P E C W MP 354.53 _ j ��� / / �o / I �. \ ✓ / ��1/ / / / 363.02 / / 1�L"PIME PIE 6 H MLOCJk6'HEML6C IRV ,'VILE 371.5fi 370.35 / 360.74 / 3 6' V / CLUMPS " BURNINGBUhSH / 356. / /�J`---�- w mow; 8 �WATE4 LINE ' �SkIRUB / i12�1 E c, / w w w 3�1.4 POND SHE i1 w c`"> M -- ✓/ �- 1Q �^ CO-ao i '� q O yrg�� Sancc j' 0 359. R Cb IRV Y F °' to oo lao R'� N a y - - �� Y c� ✓ �z / ;� o a x it a Y '� L x a m m w �- - 1V85'08 48' - IRV 'E a z w U W Y ELEC. N M U4- OUTLET n f ospital The SarotogO 09D 3919 Inst. #20 „ y LANDS OF THE SARATOGA HOSPITAL EASEMENT RETAINED BY SARATOGA GOLF & POLO CLUB, INC. I INST. #2011020314 n/f ��� 31 Myrtl estreet, Inst. #2010031752 / 1 X351.19 1 2'MPL qop \ i, sq saR n1f UC31 Myrtlestreet,1752 Inst. #201 sq NI -MO EASEMENT FOR - - _ G- _ G, Fes_ �'-rl'. J T �� M 350.23 C� TO: 6.83 r `� l 1 2"IR\ OVERHEAD ELECTRIC w _ __- � 6HOL� �, U - W ice-- LEA - 1✓ / w `ro / BK1677 P521 FC:363.33 �, �� �� LAMP, -� -�-G W- z41.01 ' -- -- '�'4i Xr TC:362.15 - �" o_ �-�-� �-- - o c� �- �`' -J c �� �.�� ��2: / 352 3.2 GP \ ,� F POST, UGM / X 364.2jF 1 FC:362.15 360 9 �' C 1C,:358.98 `J` a x 0 } U �. GP 366.59 / (-�;ns'� o��n a c� -�: N87'06'14 "W / T0:356.47to _ RIM=358,P1/ FG358.42 FC:355.97 �� m N �, kn;' , x N.�:NQ ao ,^ 35--•�,, . X`357.69 J N N c io c� : -� FC:366.40 N TC:351.19 G -G TC 5Q.81 C:350.48 TC:350.2 FC:363.96 G hj u/ - CB \ FC:350.67 - CB `�S0 FC:350.30- 13 G FC:350.00 FC:360.60 C6 _ M A RIM=352.25 St RIM=350.51 \ G -- _ F : 54.08 feet G RIM=358.99 �� / FC:350.89 CB /' w w--_. RIM=350.49 FC:357.50 FC:356.55 w w�-w� C:350.17 STORM MH CB w----w__a FC°350.17 FC:350.09 RIM=349.8E ®� RIM=352.21 12' WATER MAIN w----w- - -__w - FC:349. 0 TBM-1 �___ w INV.NW.=345.6 4.9 INV.E.=344.8 BONNET NUT ON HYDRANTFC:349.18 EDGE OF ELEV=359.51 355� FC:355.41 BONNET NUT ON HYDRANT >L LANDSCAPING FC:355.37 \ 3 ELEV=352.53 FC:349.14 Z; Q Z O C 00 Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of available. the New York State Education Law. 0 SAN.MH. CB �sq CB i] RIM=349.77 CB .--SA SA- RIM=349.53 SAN.MH RIM=349.71 INV N.(6")=345.1 INV.NW.(8")=344.95 INV.W.(4")=346.2 INV.E.(10")=344.9 EASEMENT GRANTED TO NY TELEPHONE CO. BK1585 P157 Map Legend • 5/8" steel rod set with a tag o marker found, labeled 0 utility pole X light pole I0B irrigation control box SH o irrigation sprinkler head IRV o irrigation control valve So sc valve o sanitary cleanout valve o pink pinflag PFP FP orange pinflag -U_ sign o gate post - - overhead wires stone wall -o-o-o- chain -link fence ---�-�- wood fence SA sanitary sewer line sT storm line w water line gas line Survey Notes: 1. Elevations are based on NGVD29 datum. 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. 3. All irrigation system pipes not shown on this survey. Deed Reference: Saratoga Golf & Polo Club, Inc. Bk831 P10 Map References: 1. Map showing Proposed Tax Map Consolidation prepared for The Saratoga Hospital, Inc. by C.T. Male Assoc. dated Feb. 15, 2011 revised 3/29/11 and filed in the Saratoga County Clerk's Office as Map M201174. 2. Church Street Reconstruction As -Built Revisions dated May 2009 by Creighton Manning Engineering, LLP filed in the Saratoga Springs City Engineer's Office. 3. Saratoga Golf & Polo Club Irrigation As -Built dated May 2012 by Golf Technologies, Inc. 4• "As -Built Survey Lands of 31 Myrtlestreet, LLC" dated Dec. 5, 2012 revised Feb. 6, 2013 by Tommell & Assoc. � Z � U O � o ° t �2 V vi � � o C" 0 o O O ° F- r� V / � N CO co � LOLO 1 I � r ao `00 U ao °O LO X 0 ' L` W a ® A 0 rn � c t > ¢ N 0 o+ J 0 CD 200 N OF NEfV M. rHo�f� �. C19 1 a° �49623 AND .Sv 2/26/19 MAP REF. #4 2/8/19 UTILITIES 10/17/18 MISC. DATE DESCRIPTION REVISIONS DATE: August 27, 2018 JOB NO.: S18-163.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 165.-1-20.1 1 SCALE: 1 " = 40' 20 0 20 40 S 18-163.24 P:\S\Saratoga Golf & Polo, 301 Church St S18-163\dwg\S18-163 Saratoga Golf & Polo.dwg � �4 j) 133 q EROSION AND SEDIMENT CONTROL SILT FENCE, TYP L-6.0 a;. (-) NOTES: CUT AND CAP EXISTING SEWER LINE Inc. Hospital, e� a 1 1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES The Sarot 9 i4 ` .1 SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY AND/OR n/f 14 ) 0 ' 4 �, INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. RELOCATE EXISTING SANDBOX AS APPROVED k AI' }i�', )X,. ..C;(;A' ItlN r, '`--' I i LIMIT OF DISTURBANCE 1- - �" " i :_'.� , F'DCIt v\IATLI< LIB � _ \ is It .."U ..�__ 2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN STABILIZED CONSTRUCTIO \ i / ; L- ' i t : ti. i_ } ENTRAN E T v:._t_,i`v ..„: A... f; a a1 :v:. ? #1..:f _ ,�.._ _..... SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF C YP t'"'�'' ` "'' "'i " t' -`i-' ;- ` a.•�"""`, r', 1 P r i.-.+r.. i-,:" ' 1 \,: ,f�` \.t-1:.36 8 i"'�L_0 \., i__tJ :3, I€ C, ., _._ 7. .....�i. ' SARATOGA SPRINGS REQUIREMENTS. REMOVE CONCRETE PATIO ? = �"'� + :,{ AND WALKWAY t..' - \ \ \. �- \ 3. PROPOSED LIMITS OF DISTURBANCE ARE CLEARLY INDICATED N _...- . �R 1 ' .,a f 'i 10-0,0 t �. „ �.. I' ' E... THE PLANS, AND SHALL BE STRICTLY ADHERED TO. REMOVE AND RELOCA- E ;�,. �� �o �_ �F ! ` : . ,___,,...._.._._-- REMOVE CONCRETE C1� `� — — — BILLBOARD AS APPROVE /:.._ \.r ! REF,R SETHA Y \ ; . . _l0 z a 4. PRIOR TO ANY SITE WORK, STONE CONSTRUCTION ENTRANCES MUST FOUND --••-. r , 1 - - . — ! it....Y 4?t&), 1\ J XXX �;; __ , \ _ BE INSTALLED AT PROJECT INGRESS AND EGRESS POINTS AND IN _ ACCORDANCE WITH THE PROJECT PLANS AND DETAILS. PAVED 1 "IP- \ .. P"'_: _ _.._ ;�t.-----__ i \ �___,, r 1 „_-_ _. _. ME. pd [ 1)6 AREAS WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT ---" + \ __a._ a--' :'�" % ?', \ � --,'^ � CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY. \'' ' _40,� ' i `�1 } " f d ' -- EXISTING GARA - LCON130 GE ,� r-y '--„ West._..,. ` t„� ' .._._._._ .J I I iIII _ .� 4d.AT. I, Wr _,,. _._...__.i..__., .-- 1 f \ f I - t r : _. _ .._._.__.. .. �7 - ,, / _ AI, S � ii:'3 ! I : '•� � \ , +"c^ .:` a :i.'' t,. ;:? -=^c, ' d ! �._. . . HCONTRACTOR HALL PE F `,\ '" -` i US" , .. i f 5. THE S PERFORM ALL WORK, FURNISH ALLF11REMOVE CHAIN -LINK FENCE _.-__,-__._ , \ 11 �,,.,, _._ ___.. ( u MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY , __-__.___. .._.,-L_._.-- - i # t i � T y — — riu S}i{: '-. „ \ ., REMOVI 'ARBORVITAE HEDGE ;: I I t. i \ i t "" :- : , �.. \ CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION " �` ~`e - i _;,.�_: I 1 - zi` ` l; `; _> `' OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM {'ri i 1` I r i:_. -' I ,a- _. _ , i. / ii \ ` I CONCRETE WASHOUT i EXISTING POOL r• ! , , \ / ,° l'fi THE CONSTRUCTION SITE. -/ : I ,;'-,, "�t I _ 0_11 1, iI {- �' r. _ . / -� I' -s r` ti'.r �'- v . \'/ :.._� �: t,= ,._�I ,--,---.,-. _.1V I i r ,� rr ? O / ,�,t'"�'`-\ .e' % � Ii I i I ,.4 `i - i 6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH I �";) �I f, r _ _ _ .._..__..._. r , , j 1 ,'` + ,,,^^ ,', j I `; s LIGHT FIXTURIE TO REMAIN. o,' , > X;, t , ' _. ._...__.. { _.__„_..._1 _. „.. L_.":'; ` ,e \ I 1'-11( �__.. i THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND RELOCATE BALL WASH, -! >r 4._._.. ,>,... \ s r.: 1. IPN:CAl1U d IROTECT DURING CONSTRUCTION 1 �r_._.,_. \: \t 1 /�.; ; -` r i' SEDIMENT CONTROL FACILITIES. SCOREBOARD, AND'- - . _._ a \ l , .._ �, J __ 7, ALL CATCH BASIN INLETS SHALL BE PROTECTED FROM SEDIMENT STONE MEMORIAL \ ,,- ` "` ,<' \ , �C { ' " / F'" A ``� �5� 1 % N' I , - r� . . ;k \ ` / it . i _,_,._, . LADEN RUNOFF. %AS APPROVED S " AI -1.,, __ ? _ `; ,'' e \ , i+11 \ I \ - E � ,. 11 X—x— F f x' f f r , - . 1 � ^ � yl , 8. ALL STORM DRAINAGE CONVEYANCES AND OUTLETS SHALL BE i - _.,. ^ `^" f , ? a \ ,f 1. r i .. - ! tf `j : _ ...._ _....._..''�(r 'fr""">.« _„ -` -- ,r .. ''k.:r•,„...-� r :^.'`tom" t- ; l \'; t ^r ,`..; , \ D B P RATIO L. f STABILIZED, AS REQUIRE BEFORE THEY BECOME O E NA l „ 1... ...,-, a... _--,,..,.,,, �� <, .::z:::4 w ��- �.r` c n c> ,�- I �t�i:"\ . v ;� ; , f.,,., ; t .%r ". 9. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT ,,.,..` z r• /—x--- - ` \ , , ; �r ;,,vr .......� , \ EROSION BEFORE GRASS IS ESTABLISHED AND PROMOTE FASTERtlIr ' 1 I' '` �\ ! r VEGETATION COVER. �tC ,j�t!11 y, 1•/'" f - `''l' lE. liY�„it` lj::..� f ', > i5 l• \, # f,' f�, �...>"' \`j. lltt 1yi - \ /' ! . , }� \ , 'f I ! f i t Y!' �,. ,' „,SY, \ - , ` . 10. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL r \i ^�� \ j'"\1t\., __. ^ I t I rr'` J, -r; =^' �;' - : 30 04 CONTROL MEASURES TO BE DETERMINED BY THE OWNER'S i \ . k `: ,. / ,.-- , `''r \,y:; f v ,, F C 15 CRABA t il REPRESENTATIVE. LLE.C, I�UTLE1 ".I. L } i _ /�.. r' .!. k� _. r "r ¢- l REMOVE ASPHALT TO SAW CUT LINES i :. / k V `- 1 r ' f:^-'"``y - / t l.'' -11 1 N ':y' V ,q c t ttt; it T\ I I !1 t i 41- , i �j C un ..-, ... \ ii r. , fi.. �, c' r t \ C i /l i v: 1 } �.� ' I i I i_. 11 I� f l i i .., �y < i , .•, i :.., . ; !.... \ t ;, ti it ...., . _ _ 1, i ti 1 •: ,• r \, Iv Via, r L I `\: f i( Li ,� { ;; _ li'• .r' SARA 1 f�GA GOLF ,& � 1i'A j j s' I I....:_" i.... t? i...i , .. t , �j, �� J a} i111 It i li 1i 0 4,1t + , t i i; ,,, r' ,�? i• I '• t� • _,�Y,r"'��r" i t I _ - i iit y/' h, ' .Y.-'""``!ram „ f �,. �r „"' , , t• "t;- , I t;t ....__...__.. j C,E ._._.__._.__.___. f • S / it i _ C•. , _. -` -: ,;, n�el c� it r :\ }ii --R It �. t I t a L t I 1 I , I � ,_.._._.__....__i !, u i t`� 1t I � i a � I t} l t t S t i. i t i EXISTING PARKING LOT, ) _ __._._- I I ti, I I - ; I . i .tad , HoSP!__._.---, SITE PREP NOTES: 3r96 .� f �` l\- - ' , .-.-`--- / ,- - \ w , I 20� 0239 11 REMOVE EXISTING CHAIN LINK FENCE { ` f exisr' / r l \ / � ::,_11 ^ ; t Sy Y f f ► , ,, : 369.46 , , i rr - , , Q ` } j 1' I n'S i� t 4 ' EXIST ..i. $ ..., r ? •-r / 1 j 1 ' 1. THE CONTRACTOR SHALL CONSULT WITH THE OWNER'S I 1 ! I r..--'- r / f \;` ! \ - __.._.____­`i SAWCUT AND REMOVE ASPHALT )369 .. ,� _^-� ;�.`_ the o I IC ". . REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK. L-6.1 / ' l - _"„ f �'�' �``' ' `� l t__..__- --'--- FOR UTILITY INSTALLATION. 7 3ssaz ,' ,' I \w�� _ __- t „' ,,; /,. .', `. ti� ! _ 1 ASPHALT AS REQUIRED ro, __._ REPAIR ASPH � EX151, " .. i :�f='I: )" r // ,- \ i I t, 1 I tt 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SST ; it - ;` r ! f i �� f, \ _._- t`-_._.___- I 1 II r 1. REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL l - } _ LIGHT FIXTURES TO REMAIN. ,' if `'?t , , " y~ i �7 ; t i t \' j _'___-:'__'-_ j �t. CONDITIONS TO THE OWNERS REPRESENTATIVE. , \ " � j ,4 i / / / .y^� S ,-V • ; , _, ._ --� , ,t �/e. I_._. _-`_- _ . i I t PROTECT DURING CONSTRUCTION 't>'�, , g0.00 J V "� ". '` J 1\f..?.c".� 1 f 1 :r; i'(, j !r x.�--''" ,. ' ,,`'j `i r£ I t t�,,...-.._.,..._._._. _, 4 _..-„.•.1 I tl 3. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL - ;' � ';:. , ? % i -1 i __ a 1 I ,11 .> tt, I { I 1 : r' v4 I } SECURE ALL PERMITS REQUIRED FROM ANY UTILITY COMPANY OR I REMOVE ASPHALT TO SAW CUT LINES u, I l t,,4 r r.: = ry r I- < t \. �� c. F v� t t , , _s ,r , OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE t ( r . "i � r - . � ,r --� " i '' i , i - I` # \ l i t 1 / 1 WORK. SCV i ,-A' t i - j ; } EXISTING CLUB HOUSE •t Xr ,/ / i i I. I lit i t i , .. EJ 1--I ., LIGHT FIXTURES TO REMAIN. f / _- .,r L, :,i. 4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN 11 { w , t; tti i „ ARE FOR INFORMATION ONLY AND ALL UTILITIES MAY NOT BE SHOWN. - "`' cr ' `' rl 'F�`f f "" "~ I ' r OTECT DURING CONSTRUCTION ,�,� i \ °"`. \ l ' i t2; W 4 a',° /' ; �'' v\"�' � i ,, t't , y� _s 1 THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE ' oI :1 %,�_ _� I }� . 1 „' t e : , : ' .."' ; PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY l �_ _ r t „- -'" j' l 1. \ I � , 0 • ` O _ . •i :..`,, �. ".� i k`r r` ; ... T ! 1 1 I HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING t I;,,; I ..•- " ® , , 4, s / . �_" ,.'' -, i ``;l, ; j'� ; t 13 UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY � 1 -. - > �,' w `` 1' `_ I \ i, �, ' t{ 1 y \l I f , iN/„._ .� . F.i \\ ' ' .,!' i ' f.._ f i , , `-W . ' E 1: i ' l _...+,,.,"",".... ;i ._ ii jt THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER / �• , . , ._� " �-' ', , O _ �- �- .- t :j . ".- AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE = t . -"- \ _ kr \ , t� �- %t t '. 41 i \ % I 4 __._. f Ire ..`� CONTRACTOR. : , _r tt� -1-� \ -.__ i. + /. , rM , , t __ __... i r :.� _, »„-� w~,c -­­ v_'. ,_ 5. ALL EXISTING SERVICES MUST REMAIN ACTIVE SO NO DISRUPTION ri,, __ --, / /' _,-T � " ' j, , n,," .� '"' � :„ `, y '`� � 2 1 v O IN SERVICE OCCURS TO OFF -SITE USERS. 11 \\. ; : _ - ` r / e' % j� / , _. l \ ,,,�a i v E TI PARKING LOT 11 -, �y,-Wz S _ w.„�^.._„ I� f \, r ',, XIS +1 'IN._ / f' % \ �I, 1 NG i' . \i 6. OVERHEAD POWER SERVICE RELOCATION TO BE CONSIDERED WITH ,i '' \ �� ` ll, 11i 1j r : '' I 4 ,.f' \ ; / is NATIONAL GRID AND DEPARTMENT OF PUBLIC WORKS. -`" i, _i, \ 7EXISTING TENNIS COURTS l � I (71 , tt :` \ ;� lff I tii EXISTI�V( PRACTICE GREEN 1 i CONCRE'7E WASHOUT 1 +\ 5 TREE PROTECTION, TYP 1 -'' V , 'j` IF '' F-- 1 ' ' Ii It 1 E it PROTECTION r fr: 5r� f, L-6.0' -} \ \ L-6.0 ,, / i \ S \ i i ,+- `I { i {t � 1, j ',, �, i31 7 / J i ; t,3"i r .. -"- f , 7 7'T, r',.F i , r / ;' t .- -' t it ._.__. __'_- '"1 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INSIDE t.1 ( 4 , - _ t� f , f / \ f '' "\ \ ,` I I ,' ' - k IY i t, - j -- / l t f f A EXISTING FENCE TO REMAIN L, I i AND OUTSIDE THE LIMIT OF WORK DUE TO CONTRACT OPERATIONS. / } I / c^ , / is r` ` ExtsT' "` " ` ' `� LLC t': ! t i " �' v` reet f 1 ,... /, f x� - 36Z t i. ieS 'I 1 f \ \ r \" s % P, it : , ,x :K 2. THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE __--- I I % , + , ; , �, �',, y -,.. f ; :i;'., ����_� r \.\ i ; i 1 , , ExtsT \\ x �`."' ' `'s, \ = •" ' 1 i, #201 I I t ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND ! i - f.J / 36,.z9 4 F'-_ x I + �- , crt c,, 1 ® i \ ..1 REMOVE BUILDING -. -" r 1 t i �ISti ; _. _i DRIVEWAYS. j -,___. / 8 ! r � ?�,r � �% t cal _.._\I,.. i I j f I' -F✓ 1, CAP AND ABANDON WATER LI l sue`` � ,` '�..__. a irw_....- ®. __., / NE _ __w . , , t f t 3. THE CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, T.,1 I ,_, I -___,_._ , , • r , 2 1 x / .' I % \., ' STABILI E �c " REMOVE WALKWAY ",•c. '"'` t _. ,_.- Z D AND FENCES TO PROPERLY PROTECT THE WORK, EQUIPMENT, ; t xc j"'"'\ ,f'i L-6•0` , : y=\'`\ - ' -1,f- °" `k� ` u k t ' �I CONSTRUCTION �. t:'1 c t / --, t UC ION \ .�' �' REMOVE " " \ 8 SEWER SERVICE �: PERSONS AND PROPERTY FROM DAMAGE. i -- ___ r; ♦' , ,� \ CE AND CLEANOUT } ,' ki ,_ , � � , ENTRANCE, TYP \ ,' ',,'`, REMOVE BENCH AND RELOCATE AS APPROVED i F : r 1' , 7 i ,, :r / , ._ r i ` ,� Via. ,., .. \..' .�,\'k `,,y> ......1_... REMOVALS 1 , ? ,1 I ! / : R. \ "�!` ;-, }� ;' � ?._.__-._... 4 % / -,_, , i # I 1 REMOVE A P -.-` - , , ---..-.---.-- REMOVALS , , � / � . -., � S HALT PAVING - i f _ -" f e I _-_ . L / t i, \1. I /_/I_ ;f;//' 1. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH I ! " ..� : /// - /' f� f \ �C \t f` j 3 1l.SLT : ,' , :r': '" u' 'Y': `N- j' r ri - \ I\ I i. , , RV .- , a:. REMOVE f ,r "I y .__I AND INCLUDE BASE MATERIAL FOOTINGS AND FOUNDATIONS AS _._.1�::—:-4 ".^ f ,,:>..: S ED r` . \ I \ _.._. i , r H It I; ._ It t �% / ?'f " APPLICABLE. REMOVE TREE ROOTS TO 24 DEPTH BELOW FINISHED _. _"- r_, ..' . ' "� :s:" j 1 -2 i it `"` - _R. " XISTING FENCE TO _ r _._ ___ _._. .,.� s REMAIN T z ti�- a. Y DISPOSE T FF- -SITE BY THE -- -'- _. . �t E GRADE AND LEGALLY SE OF ALL MATERIAL 0 S -. _ �...--_, _ - ' Q / e i \ I _ A " � ' 4�j � I I __.% t _._. , CONTRACTOR. _...£ f3 `"`" I' _ _ \ ? \ � -'` f f *— - £ -js`t - . \ �\ I I� _. --' <Cin I __ 1 i / v' / i :... ,....:.`oiw \ „ ,la ; ,^19 ` APPROXIMATE POND ELEVATIONS / Z e / ..,,. \ x ; ,\ \ _ j ti I; 1 / /r , # _111. , k '�W ` / 7- w---'- _,� e` ,/' .-..._ .-. w_-..w_-._ _ _ `-r�... #Ni_ . ..._ \ 1 < 0..`FRONT SETBACK POND OUTLETS TO BE - ' ' 1 0 ° \{,• e. ,.., EXISTING -.. ,�,_ ,�, I , l I - �.. -- _.,_ o t REMOVED -- / td r O �` \ i \ 1 , \ f , 1 �H , % r o \ EXIST INVERT (6 ): ±349.0' , 0 , t / •� r: ` ,' + \ ` INVER 4" 49 0' 11 I�) , vr�., EXIS ( ) ±3 ,; ; { __,,,_ r-j f , , : { �, I . e v , - , ..: _ i - t r f 11 f ._ UE, a t _' �'t# t, I,; _. 1 .,... , i s -., - .. -,/ .-U::.:"s;' L.E. l ./' � \_ 7 ' {t F t x ..-....,.�._...- I (7j(F r CE 2 STORM LINE AS DESIGNE c P:...� i : u?h ; . , i REMOVE ASPHALT _I >.. _ : _..__- ~' �. �•. : .�,._. ALT PAVING .__. p ` � _ r # _ _ �� - _. . - r, ; -„ , f �r > t r ... - �,:., , Y, A f _ �, k :- j , _. ,,... _. - n.., a.C..t \,.- i ,., . } :; mac_ ,' I i L i k' •' i'" a 1 t t3 - r; .,..' / L..:._._,^ ....t., .� 1 { 1 i a „_..:��.„ ^"„ �1'. ,I :�: , ,_."._ .. .. Y `>'+trr. , -✓✓- -__ 1�a,.,.; ,_yy._... m1 I ti/i .. [, _.-- , 3 c _-..._ S I C. : } SILT FENCE, TYP 3„ ...:;_:.3 ___'_- ;. ..----/ �, ; .,�-_ _ : 11�1 ., _.. s ` \�-- 1 -�.__ _... _ - _ ' . ___:.- �� , , # ...._... o t LIGHT FIXTURES TO REMAIN. -�- � ...„,,; �., ,.... ., ,.—. ;j_ _..-_.._ _._.. �., r _ 1: . \ _. PROTECT DURING CONSTRUCTION-- ­::z....1t _t ....-_,_,_.____-,..ti-....,_.,......_.......... ._.... _ ...._..............._..... __ - .._._ i ii ,I I ) �,h _ - „ f-, _ ,.._-_-...._-.._ i , ` C n., / , - -::-_ , dA \' " REMOVE LIGHT FIXTURE _ x',r uY� _.._..�_,-. U E AND - ..._.. 1 : t < _..,- _ M i >. . , str,p,,�,, \. SAWCUT AND REMOVE ASPHALT PAVING � �" �� , .:. , _ _ ; _ _ ._ _e vW RELOCATE AS APPROVED `: \ e :_:,:=_:j='.:- r\ \ 0 J 6 Q LEGEND V — — — — PROPERTY LINE S" sA SANITARY SEWER LINE a — — SETBACK LINE sr sr STORM LINE o' A CONSTRUCTION LIMIT LINE w w WATER LINE @, O 8" STEEL ROD WITH TAG 0 m' Q MARKER FOUND, LABELED G G GAS LINE 5 0 UTILITY POLE —x—x—x—x—x— TREE PROTECTION FENCE cn,�6O o LIGHT POLE 4 U ii o SF SILT FENCE UJ m w O SANITARY CLEAN OUT VALVE 1L M O _, M N o�� - - SIGN xxxxxxxxxxxxx EXISTING ITEMS TO BE REMOVED OVERHEAD WIRES m � E _1. _ — — — — — SAW CUT ASPHALT z o , —a—,—o—o—o— CHAIN LINK FENCE a(nt ._. r.._..._.,..._....__..--.-..._.., .- _...,, .._... klty= il,::`c, :1 r, , RMWATER CO CTiON _ V. f ti _-,_ . NNE ._.._. i it - .mtz _-___._..__-___._..__.__.._,..-__-_,_._______--._-.___�,._- ?--- '_. _._- tllt�- ` EXISTING FIRE HYDRANT \ ' .--.-'-w r E '> µ - �y" j p ./ . ' c ry W�i1 L R MAIN w-- _ w-... ��zl\ RIMJ9 4q 8 REMOVE STRUCTURES, CONC PATIO & ,. ! >` ---�� !Pv',NW 3F ` . J, y,Ic WALKWAY �# • 1 '; `J, iNV.E...- 4 4 8 . _ � : A, , � ij i,, r STABILIZED CONSTRUCTION 2 '11-v, it� ENTRANCE L-6.0 REMOVE ASPHALT PAVEMENT 2 REMOVE EXISTING BILLBOARD, BENCHES & TREES Planning Board # 19.299 APPROVAL: - ii.3� APPROVEDYrUNDER A THORITY A RESOLUTION ADOPTED BY THE PLANONG' BOARD T _ F SAR TOGA SPRINGS. t CHAIRPERSON DATE SIGNED ii,, 0 5 15 30 60 %ml!""Mo� SCALE: 1 "=30' t, ,l ';AAA M 11, CB LCI The LA GROUP Landscape Architecture & Engineering P.C. Peop(e. Purpose- PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.corn Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for. - Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title. - Saratoga Golf and Polo Expansion ti it it 11 301 Church Street i. Saraoga Springs, NY 12866 I � �t it I I iI 11 It 1. it � i ~``,,#i // r/ `' i'B I�iE1::: , , W.-�'',=Wtr i- i`J �` 3 1:_ '5i8`i F 2018074 Project No.:ti Design: CMI Drawn: TOH ChVd: MCB 4 2 2019 1"=30' Date: / / Scale: Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 Revised per City Comments 7/3/2019 Drawing Title Existing Conditions Demo, & ESC Plan Drawing No. L - 1 . 0 LAYOUT NOTES: mv an ov aw axwe so am ma nons \� , 80k *�M\ 1 01, an as : % S08.27'13"E 11 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW _••�� 70.0 I C1 YORK STATE REGISTERED SURVEYOR ENGAGED BY THE ai: �'•• "•_ � The LA GROUP CONTRACTOR.,�•,"'-� 1 \ �• 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. •..•�•��� Q ' Landscape Architecture engineering P.C. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY "E ��'•• 10 R SETB� ' ' 1 N8 _ ,3 3 \ EAR People. Purpose. Puce. DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ����•��529.19 — I 40 Long Alley p: 518-587-8100 t `ivC.M N. FC)lJN1 •��do Saratoga — 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO , >_ , 01111100-00" —� -I 1 DIY 12866 Springs g w � .theta 8r u0com0 THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE ' ..rid" r _._._.___.--------------- NOTED.---..._...__ — �•" s f I I n 7209 of the _„- .- —�`� Unauthorized alteration or addition to this 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO Gy NEW BUILDING M I 81 TRUCK P'CCESSIBLE document is a violation of Section ROUTE FACE OR BOTTOM OF CURB. �� — I • CABANA' [ _'---- I FIRE WARMING HUT I 1, ...... — -- New York State Education Law. 76 80 I DINING PATIO 78 1 ^'� O the LA Group 2019 ti } O 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNERS 1 � i � .: I i — I -- ! } � •; c up J REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL r _ _ i ' , 77 79 f i� '} ! } 2"IR. OFFICIALS. 1`. a. i I �{ 5/8,IR. t p ' 1 I f-' j Prepared for 6. ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE 1 I Golf a n d OEM1 ti , __ rat . i I, • IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY I y ,; \ -- - - _ ~ - 1 6 ASPHALT PAVEMENT Saratoga a Sa THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ' I-x—x—x ,. �__.._._..__.-. ` ;~ ~ -- 2 L-6 L-6.1 ;I x-X�k�1 I 3 1 _. X • � I OO U 7. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, 1 iR 1 k�.__..._..__.._ > \ a I _ -p} 301 Church Street ~ 1 DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF '' -� 1 :::::: �\ __.. - I o~ _ C:--- Y C -.--? Saratoga Springs, NY 12866 PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE I 1 s : : :. . .:::: :.. 7 6 g g ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR s / 20 SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE I l- 10 9 21 } PRIOR TO CONTINUING WORK. ' \ ..,. 9 \ 12 v(E 232 Zip \� I ~ I I} _- ` � 13 R� 24 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. j I / L C'F 15 14 S\0\'� 26 CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & / p. „�: 1 1 HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO O, I CONSTRUCTION. 1 *-<� 1 _./ 30 t i -ga t 32 v: 75✓ I 1 `��O 33 - _ _~ � ra EXISTING / � � 34 � ... __, -'�� � � < � h I ! CLU USE 35 `.�> TI 9 ~ >. i / r 35 J20, I _ e0 2 9 38 i c II 7EXISTING FIRE HYDRANT i ,oess � 43 � 3 00 72 44 Q I 2111 45co - <. �\\\\ s _ SEE SHE T L-2.1 48 L 6.1 STONEDUST / MULCH PATH I M _ l INSTALL GRASSPAVE .-```A z` 1 I 49 -- `�' •: 1 1� 0000 ca LU \10, a .O � 0 I ,, \\\\\,\ , wwwwo 1000 1 W Im M Im 01 an �m 1 1211\1 NOR "MIN kw M i , i 53 ® �► 1 =E X LEGEND ------- PROPERTY LINE — — SETBACK LINE "0 CONSTRUCTION LIMIT LINE CONCRETE JOINTS $ L-6.0 CONCRETE PAVING 7 L-6.0 AS PAVING 6 L-6.0 GRASSPAVE AREA L-6.1 GRAVEL BASE 1 1 I -E I9X ................... ::.:........... 1 1 1 I s t 1 1 -- N85.08'48' 3n'd �— SEE SHEET L-2.2 EXISTING FIRE HYDRANT Q 0 z Stre e t ASPHALT PAVEMENT AS PER THE CITY OF SARATOGA SPRINGS STANDARDS, TYP —EXISTING FIRE HYDRANT Planning Board # 19.299 REPLACE CONCRETE CURB DISTURBED DURING CONSTRUCTION Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=30' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 Revised oer ENG Comments 7/3/2019 Drawing Title Layout and Materials Plan Overall Drawing No. 0 5 15 30 60 L-2.0 SCALE: 1 "=30' A 6) (�D PARKING ID NUMBER O $" STEEL ROD WITH TAG © MARKER FOUND, LABELED APPROVAL: 0 >AT,03�;... APPROVED UNDER V'f HORIT A R SOLUTION ADOPTED BY THE PLANNING B04R 1 P Y&SARATOGA SPRINGS. DATE SIGNED CHAIRPERSON WNW _logo wow —� 0 qqll wow —r 54" HT POOL FENCE vo TIE INTO CABANA AND PL FENCE ! ,.do an L 6.3 ���' � I _► o - - woo \ c � .. � + .. ggg ��0 _0-��••�� 6 LAWN TREADS WITH ` — woo _ 0� - -�„��� L-6.1 BELGIAN BLOCK, TYP - e " J 10' REAR SETBACK woo Oslo woo a P.O.B. AT CONCRETE MON. \\\���� x - - 10 10 "� �� 36.5' - - s�s 15.5 ��60 3.5' v _ w 1 _�s�� �_ _ U1 _ _ N \\ VW 91.70' - - �*al�� D I NEW BUILDING ° w 14.5' - CABANA I o ` WARMING HUT I 1 IWALL __._..__.._..__._.._._.____._._..__.._..__.._..._.._.._ _.__._..... 1 - _ -� L�� I DINING PATIO OI L� J I D Oo - C F CABANAE 1 I ITT L-1-1 D - �S� 8 9 CONCRETE PATIO, TYP 1 I I _ram L J I I tr L-6.0 SEE t ARCHITECTURAL DRAWINGS 1; o I R44.0' - L 6.1 BELGIAN BLOCK f LATFORM ENN I *1 II 1 SEE ARCHI �TURAL ORAV�IIN S L� J L�J I i HEATER FOR PLATFORM r �' I { 1 ....a-- I J I D 10 WIDE PLANT BED TENNIS, TYP. SEE 8.00' ARCHITECTURAL DRAWINGS LJ 1 I 6" DEEP STONE BASE L J L-6.0 �J 900, o tr o L I I ��� h D.I 1 p ATFORM TE NIS 1N S r�� 1 I { 24. ' ° D I fig' I E A HITE TURAL DRA I { € �J I it I 0 L- J __ I � 1 oI € I { D _ 1 vI o - D o L 6.1 LAWN TREADS WITH i BELGIAN BLOCK, TYP _.._..._._.._.__.._.._..._._.__...._.. __. _....___... Ln 1 D .. X—X—X—X—X X—X_ \ 64.60' x X�x-x x-x X'�k-�k\ x r I ` -P Cn D 0LO R20.00' . . ... — i 6, 5 L-6.3 54" HT POOL FENCE & GATE. J o TIE END INTO CABANA IL I60 WIDE x 54" HT. GATE 1 _ _ L CONCRETE WALKWAY, TYP _ I r09, 1 �Y 31.00' NOWANA 11110 30 LEGEND -------- PROPERTY LINE — — SETBACK LINE 00 lam" CONSTRUCTION LIMIT LINE —o—a —o— CHAIN LINK FENCE CONCRETE JOINTS $ L-6.0 °a CONCRETE PAVING 7 L-6.0 GRAVEL BASE ASPHALT PAVING 6 L-6.0 O 8" STEEL ROD WITH TAG Q MARKER FOUND, LABELED C.L. CENTER LINE ASPHALT PAVING, TYP 6 OF `t L-6.0 o G\.• tr 'JAW CONCRETE WALKWAY, TYP 7 $ <W / \ -n o k ^ 14.00' 6.00' i _ _.._..._.._..._. .__ _.._.._..___� ... o o�� � +\ ALIGN WALKWAY WITH POOL +�+ �17 SURROUND TIE NEW FENCE INTO EXISTING FENCE v v �\ -O�p +\ p-per O-O O ° p �- `Lopq� +�� k A D I� 60" WIDE X 54"HT. GATE 7 n / -- 5 8 CONCRETE WALKWAY, TYP L-6.0 L-6.0 / 1 BLEND SMOOTHLY INTO EXISTING ASPHALT / h EXISTING / / CLUBHOUSE / 0/ D '%, 4*1 r� X 0 N 2-5 25 D PAINTED CROSSWALK 4 � CONCRETE WALKWAY, TYP 7 $ L-6.0 L-6.0 @ANDADA VAN ACCESSIBLE PARKING SIGNAGE, TYP 2.5' 2.5' O\ I I I 1 I I � II I I I I I I I I � I I I � I Planning Board # 19.299 APPROVAL:%.. ,,;w.►• APPROVED UNDER AUTHdRIT* LUTION ADOPTED BY THE PLANNING BOARD.JdTH SARATOGA SPRINGS. rf • � CHAIRPERSON DATE SIGNED OWE 0 The LA GROUP Landscape Architecture & Engineering P.C. Peop,(e. Purpose. Puce. 40 Long Alley p.• 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for - Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 Revised per ENG Comments 7/3/2019 Drawing Title Layout and Materials Plan Enlargement Drawing No. L- .l 0 2 5 10 20 SCAI F. 1,,=ln' 1511317 M 0 690 ` •s L-6.1 MEET EXISTING ASPHALT FLUSH ASPHALT PAVING 6 L-6.0 - ----- Wa LP 00 001 wom MIT — Me W1 I LEGEND ------- PROPERTY LINE SETBACK LINE _ CONSTRUCTION LIMIT LINE — CHAIN LINK FENCE CONCRETE JOINTS 8 a CONCRETE PAVING 7 L-6.0 ASPHALT PAVING 6 L-6.0 r rr r r e e e e e e e e \ \\ L-6.1 STONE DUST J MULCH PATH \ 00 EXISTING ASPHALT PARKING LOT POB EDGE OF TENNIS COURT 9. ° 90.00 TO j CC=1 The LA GROUP I Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com a/. Unauthorized alteration or addition to this �a document is a violation of Section 7209 of the E New York State Education Law. 0 the LA Group 2019 Prepared for - Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 CONCRETE WALKWAY, TYP 7 S D D L-6.0 L-6.0 SEE ARCHITECTURAL BUILDING LAYOUTS i D D �`� D L-6.3 STORMWATER PLANTER `s' D ADA VAN ACCESSIBLE PARKING L 6 1 AND SIGNAGE, TYP / D 4SEE ARCHITECTURAL FOR PAINTED CROSSWALK g / STAIR DESIGN ALIGN WITH EDGE OF WALKWAY L-6.1�\\ �0O ,�-LQ� \��� D NG OOMs D ASPHALT PAVING �� NOo L-6 A `ry D 8 o, \ ,, D. PLANTING BED, TYP IjD D u.00, D 3 \ STORMWATER PLANTER L-6.3 r 4 PAINTED \ o D D \ z L-6.1 CROSSWALK \ 1� ° D D o D l .i D 10001N,�ENN\s �OS`r`O # D 10 \\ TRANSITION CURB�N, I D \ N(0 D D 00 n D 1 Project Title: D D 7 Typo o D `:l o Saratoga Golf and Polo Expansion r� 0 D �\ 5.00, N QUARRY SLAB 10 0' Auk" 25 RETAINING L-6.1 n \ 11 301 Church Street Saraoga Springs, NY 12866 60' FRONT SETBACK — — �� — \ O — — R.2.00 QUARRY BOULDERS TO MATCH SLAB WALL, BOULDERS SPACED AT 3' C if � o . 6 L-6.0 ASPHALT 0 5 o . L-6.1 QUARRY SLAB Project No.: 201$074 N RETAINING WALL \ D D Design: CMI Drawn: TOH Ch'k'd: MCB D 6..83' Date: 4/2/2019 Scale: 1"=10' D D 0. Rev: Description: Date: o D 25 1 Revised per City Comments 6/11/2019 LO 2 Revised per ENG Comments 7/3/2019 9 MOUNTABLE CONCRETE CURB 4 ft 440 � CONCRETE WALKWAY, TYP 7 \ 29.25' L-6.0 L-6.0 Y ft Drawing Title _ f Layout and Materials Plan -_ Enlargement Planning Board It 19.299 Drawing No. APPROVAL:' APPROVED UNDER AUTHORITY OF TION ADOPTED BY THE 0 2 5 10 20 PLANNING BOARD .,D 5; IT SARATOGA SPRINGS. L- 2.2 O� CHAIRPERSON _ SCALE: 1 -10, DATE SIGNED TEST PIT DATA TP-1 NO SOIL READING, BEDROCK @ 42" TIP-2 0 -8" TOPSOIL, SILTY SAND DARK BROWN, SURFACE MOTTLING AT 12" 8 -20" 10 YR 5/4 LIGHT BROWN SILTY CLAY, LARGE STONES PRESENT, ROOTS TO 18" 20 - 42" 10 YR 4/4 DARK BROWN DENSE CLAY, LARGE STONES TEST PIT TERMINATED AT 42", DENSE CLAY. NO PERC TEST COMPLETED. TP-3 0 -8" TOPSOIL, SILTY SAND DARK BROWN, SURFACE MOTTLING AT 10" 8 -20" 10 YR 5/4 LIGHT BROWN SILTY CLAY, LARGE STONES PRESENT, ROOTS TO 18" 2 - 42" 10 YR 4/4 DARK BROWN DENSE CLAY, LARGE STONES TEST PIT TERMINATED AT 42", DENSE CLAY. TP-4 0 -6" TOPSOIL, SILTY SAND DARK BROWN, SURFACE MOTTLING AT 7" 6 -18" 10 YR 5/4 LIGHT BROWN SILTY CRUMBLING CLAY, LARGE STONES, ROOTS TO 18" 18 - 48" 10 YR 4/4 DARK BROWN DENSE CLAY, LARGE STONES TEST PIT TERMINATED AT 48", BEDROCK. TP-5 0 -8" TOPSOIL, SILTY SAND DARK BROWN, SURFACE MOTTLING AT 8" 8 -20" 10 YR 5/4 LIGHT BROWN SILTY CLAY, LARGE STONES PRESENT, ROOTS TO 18", 1" LAYER OF WHITE SAND AT 12" (FORMER GOLF BUNKER) 20 - 42" 10 YR 4/4 DARK BROWN DENSE CLAY, LARGE STONES TEST PIT TERMINATED AT 42", DENSE CLAY. � GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 02/26/19 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS, P.C.. 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S Sao EASEMENT AGREEMIENT BETWEEN "'ARA_T_(_'G_FA HOSPIT-AL INC. AND ..--- 00 _. _ Hal OsP!t __ . 0239 1_,9._..... O �" L.1 O �� -7 ® I IN LoS �, o SEE SHEET L-3.2 �,,,,. � �v1 1y vvvv vvvvvw vvvy may. vyy�y�y vyvyyy�� - �v� vfeyv` �vvvvyvvv � vovy �v�vv�vvy vy �yyyvyvvvyyvv v�vyv vv �svv o vvv vv vy �vvvv�yvvvo i� � `', .� \ \ \ \ \\ \\\ \\ A\\\\\\\� O\�\\\\ O\�\� / \�\\\\\\. �\\\\ O\\\\\\\\\\\\�\1 �\ '\\\\\\00110 �\\\\\\\\\\\\\\ \\\\�\\ \\\\\\\ �' \\\\\\\\\\\ - \ �\ �\\ SEE SHEET L-3.1 i. ...... 1((}} tt REPRESENTATIVE PRIOR TO CONTINUING WORK. 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7, WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 8. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 9. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO n max tle, i 1 Myr lest t #201 lhst°`. .r _ aNG \� 1 *011101111 :.. \\\\\\ ADDITIONAL COST TO OWNER. 10. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 11. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 12, GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 13, EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 14. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 15. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 16. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 17. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 18. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). Planning Board # 19.299 APPROVAL:vim APPROVED UNDER A 0 TY A RESOLUTION ADOPTED BY THE PLANNING BOARD H 0 SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED LEGEND et, LL S1111 -- PROPERTY LINE 11011, 4 11 mY CONSTRUCTION LINE LIMITS 850 MAJOR CONTOUR 852 MINOR CONTOUR --- - 85 --- EXISTING MAJOR CONTOUR -- -- EXISTING MINOR CONTOUR 0 5 15 30 60 %Mrmm� SCALE: 1 "=30' C1 The LA GROUP Landscape Architecture @ Engineering P.C. Peopfe. Purpose. Piace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared fora Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=30' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 1 Revised per City Comments 7/3/2019 Drawing Title Grading and Drainage Plan Overall Drawing No. L-3.0 Bt;3 - EASIE­MEN-11­ A A, TOGTA HOSPITAL- 1W. AND B ETW E / . N F H SA [HE 'ISARA­1_0'�,.�111_\ (Sk PL-0 Cl U B, M. B K 4,`_'4- P 3 6 lllwwwl� mom Fr N, C:) 00 doop W0\willow R TBACK 0 10, R A�E SOW 0 WIN, a ,.M0N. FOUNI) P ago i (J —=woww­= r V20 \000 one W"Aw ,a '600- V 6 IJ wwwwww"opow sow-' I/ WONM ago W-V P 00 PDA 50/0 'OU-TE 'CESSIB PC 367 4%* 4 41-411 EXISTINGV 4t CLUBHOUSE X 369.45 0 '4 exIs'T 368.75 A 369.40 4WO %W1 3r,9.2 IST 71 16 31;09.42, 4� T 000 cc a6g.44 Z ul 00 0 3rog.35 00* V Qr I %W01L 01, �0 �0 310.0 wo 0 d v 11-0 1Z, 1110001 f r LEGEND PROPERTY LINE CONSTRUCTION LINE LIMITS 850 MAJOR CONTOUR 852 MINOR CONTOUR 850 EXISTING MAJOR CONTOUR 11111- 852 EXISTING MINOR CONTOUR AD YARD DRAIN CATCH BASIN Planning Board # 19.299 APPROVAL: APPROVED UNDER AUTHORITY OF OL TION ADOPTED BY THE PLANNING BOARD OF ARATOGA SPRINGS. CHAIRPERSON DATE SIGNED M roo The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. C the LA Group 2019 Prepared for.' Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title. - Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CM1 Drawn: TOH ChVd: MCB Date: 4/2/2019 Scale: 1"=20' Rev: Description: Date: I Revised per City Comments 16/11/2019 2 lRevised per City Comments 17/3/2019 Drawing Title Grading and Drainage Plan Enlargement Drawing No. L-3 0 5 10 20 40 SCALE: 1 "=20' M 0 01 W UJ < N UJ 2 0 0 m3 0 ai Z acnii YD-5 (12") RIM: 358.5' INV. IN (4" UD): 356.0' INV. OUT: 356.0' 68 LF OF 12" HDPE AT 0.7% ✓ low duo It iIYi 5 8. ?J 7 LEGEND PROPERTY LINE CONSTRUCTION LINE LIMITS 850 MAJOR CONTOUR 852 MINOR CONTOUR 850 EXISTING MAJOR CONTOUR 852 EXISTING MINOR CONTOUR AD 0 YARD DRAIN i:`\ ® CATCH BASIN CB-1— RIM: 359.15' INV. OUT: 356.1' 40 LF OF 12" HDPE AT 1.0% WYE CONNECT,ION <INV. ELEV: 355.7' Z, 10'WIDE STONE OVERFLOW WEIR INV. ELEV: 354.75 •B BIORETENTION BASIN BOTTOM OF POND: 354.0' TOP OF POND: 355.5- J Im C- B J CN o LU Ul I c?) i 30.0WO'l Z 4�0 POCKET POND (P- BOTTOM OF PON[ TOP OF POND: 35( OUTLET CONTROL STRUCTURE RIM: 349.0' INV. OUT: 346.15' z \350.5 �0, ... ....... -7 IR. ft WE V" 1 12 . .. ... x3, . . . .... .......... 1 INN AAWI--� 7 lit .... . ... .. ..... ....... 5 1%* ..... .. ...... X . ........ ---- I------ ... ........... ..... A\ CONTRACTOR SHALL OBTAIN A NYSDOT PERMIT FOR ALL WORK WITHIN THE ROW MODIFY EXISTING PIPE PENETRATION INV. IN: 345.6' Planning Board # 19.299 APPROVAL: APPROVED UNDER AUT PLANNING BOARD OE "ES T 0 R M M H 9,8 6 1 NV. NW, = -1� d -1-1 � 6 L The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Ptace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. (0 the LA Group 2019 Prepared fora Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CM1 Drawn: TOH ChYcl: MCB Date: 4/2/2019 Scale: 1"=20' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 Revised per City Comments 7/3/2019 Drawing Title Grading and Drainage Plan Enlargement Drawing No DATE SIGNED 0"� .10RITY OF ESO TION ADOPTED BY THE rE/W qFARATOGA SPRINGS. A A i �-7 -i CHAIRPERSON JIM 0 5 10 20 40 SCALE: I "=20' - -11 HFCNk! GENERAL NOTES 1. WATER AND SEWER CONNECTIONS SHALL BE REVIEWED AND APPROVED BY THE CITY OF SARATOGA SPRINGS WATER & WASTEWATER DEPARTMENTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE INSPECTIONS BY MUNICIPAL DEPARTMENTS IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, AND MUST BE VERIFIED. ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. SANITARY SEWER NOTES 1. INSTALLATION OF POLYVINYL CHLORIDE PLASTIC (PVC) SEWER PIPE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND IN ACCORDANCE WITH ASTM D 2321. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM D-3034 (LATEST REVISION) AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. PRODUCT DATA INFORMATION AND SHOP DRAWINGS FOR MATERIALS PROPOSED FOR USE BY THE CONTRACTOR SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS FOR SAID MATERIALS. 4. LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM, LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. ALTERNATIVELY, GRAVITY SEWERS MAY BE AIR TESTED IN ACCORDANCE WITH ASTM C828 AND UNIBELL UNI-B-6. 5. ALL WORK ASSOCIATED WITH THE SANITARY SEWER SYSTEM SHALL BE IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT NO.1 REQUIREMENTS. WATER NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM COVER DEPTH BELOW PROPOSED FINISHED GRADE OF 5'-0". 2. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS AND SERVICES SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA WATER AUTHORITY AND AWWA STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE. THE ENTIRE LENGTH OF THE WATER SERVICE FROM THE STREET MAIN TO THE BUILDING FLOOR RISER SHALL BE TESTED. BACTERIA EXAMINATION AFTER SATISFACTORY DISINFECTION AT A NYSDOH APPROVED LABORATORY WILL TAKE PLACE PRIOR TO COMMISSIONING NEW WATER SERVICES. 3. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET BETWEEN ANY WATER MAIN AND ANY SANITARY SEWER OR STORM SEWER MEASURED EDGE TO EDGE. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY SEWER. 4. BACKFLOW PREVENTION TO BE LOCATED INSIDE THE BUILDING. LEGEND ------- PROPERTY LINE — — SETBACK LINE CONSTRUCTION LINE LIMITS __. ................... ..__..-- OVERHEAD WIRES .............. ........... CHAIN LINK FENCE �_..._._. j............ f_ _. l.._..._.-,..__... WOOD FENCE --- _ --- --- SA __..._----- -_-------- SA .._......_._.._ SANITARY SEWER LINE --sT ---- �T--- STORM LINE --- ---------- WATER LINE - G - - GAS LINE SANITARY CLEAN OUT VALVE 0 UTILITY POLE / lie �u .� n f Bk 1 454 P =f: A ''PKX. LOCCA ION n,� -_- v�� ''asl�... LINE ._...� A �• } '?AD ...a . fir"4`34 �i � REAR SE BACK ._.._.__.. y� NEW Bk CABAN WARM ........ . DININ( 1 i✓"""" i , i _ 11 Ili 1 II 1tt ' 1i:1 1 - 1 el :•.F 1 j EXISTING CLUBHOUSE 30.00' �/ '•, 1 CZ I 3) an mon .1111111111111IM010.'�"� �. SEE SHEET L-4.1 QI ; D m C7 1 ? rnI n w � oWX1 WOW I � 1 I i 1IBM 1 1 ; { e 1 Al y .I� I � i ti 1 ._._..._____..__ _-----....._- 8" D.I.P. WATER LINE I n rE AS L M E NT F0 R _._..__._...._ _ ., t CVt- �? F� F` Ajj��i1 (GFLEA, iR! � , __...._..�. . :.'� i\ 1 it 7 f7 P L. " .t 521 SEE SHEET L-4.2 VIEW 1 c 8.87 PROPOSED WATER LINE PROPOSED SEWER LINE sup O PROPOSED SEWER MANHOLE cod PROPOSED SEWER CLEAN OUT €RIM =358.99 , s __.._. . __........_ ._ _1 --.... __ r t1. :-. d.lE... UE 11 , i _c. __.. , hurc # � 1:��::35�.�5 �_fre e t R11M--352,21 ,ti /- : d 1 LANDS OF Ti i L.... S A RI ) J A I....< l i :.. F . A ,E_ .4 E::. v1" A 1 N E:... t.. S II 4 , F'11 _(�1 L_... E�, 'X r - I � . � .1 1 _. OV, 4� 010 rr 60' FRONT SETBACK f .- 1 SEE SHEET L-4.2 VIEW 2 Ck Planning Board # 19.299 APPROVAL: "AY 02201' APPROVED UNDER AUTHORIT A R SOLUTION ADOPTED BY THE PLANNING =Ma Y OF SARATOGA SPRINGS. fJi CHAIRPERSON DATE SIGNED ;n 3 Myr-tl est Ir sti 20 of 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place, 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for.' Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=30' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 Revised oer ENG Comments 7/3/2019 Drawing Title Utility Plan Overall Drawing No. 0 5 15 30 60 L-4 0 SCALE: 1 "=30' LEGEI ■ ST — 0 Fl— -— + +,err++++'��to �+�0++.ri+/� �- .000000. --00009,_ s .___._� ................... GAS LINE ` Planning Board SANITARY CLEAN OUT VALVE UTILITY POLE APPROVAL: APPROVED UNDER AUTHORITY OLUTION ADOPTED BY THE PLANNING BOARD OF, THE CLTJr0F SARATOGA SPRINGS. 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. C the LA Group 2019 Prepared for - Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 i P A Q 09130 W 'EestoM�'�" Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 1 Revised per ENG Comments 7/3/2019 Drawing Title Utility Plan Enlargement Drawing No. DATE SIGNED CHAIRPERSON J& 1101=1 0 2 5 10 20 %M*M%MMN� SCALE: V=10' L-4.1 8W /a � UTILITIES AT PROSHOP Scale: 1:10 i f=rzf=Kin tKUt'r-K I Y LiNt SETBACK LINE CONSTRUCTION LINE LIMITS OVERHEAD WIRES — ---- CHAIN LINK FENCE WOOD FENCE — ----- SA SA SANITARY SEWER LINE ST ST - — ---- STORM LINE -------- ............... WATER LINE GAS LINE SANITARY CLEAN OUT VALVE 0 UTILITY POLE WYE INTO EXISTING 8" PVC SEWER, CONTRACTOR TO Z., CONFIRM INVERT ELEVATION -V PRIOR TO CONSTRUCTION PI/C SIN rq "y 75 LF OF 6" SDR-26 PVC @ MIN. 1% SLOPE 1W SANITARY CLEAN OUT 4 -'X 10006' x J 4j\ .. .... . . 8" DIP WATER MAIN W PROPOSED WATER LINE W-- - -------- SM PROPOSED SEWER LINE VV "x ....... O PROPOSED SEWER MANHOLE ft a UE.............. UE UE _.._____....._....._'Elf .._.___.. ..... UE--- co• PROPOSED SEWER CLEAN OUT 14441% %1 y. CONNECT TO EXISTING 8" PVC SEWER SERVICE kill IN INSTALL 73 LF OF 8" SDR-26 PVC SANITARY MANHOLE 3 IL-6.3 s ALL INVERTS TO BE FIELD ------ VERIFIED PRIOR TO INSTALLATION � I `' SIN `''� SlqAl I s ------------ - � 40 POND man, VN ................. --- .... ..... .......... - W W . ............... W ...... - - ----- Nor— UTILITIES TENNIS COURTS Scale: 1:10 Planning Board # 19.299 APPROVAL: APPROVED UNDER AUTHORITY OLUTION ADOPTED BY THE PLANNING BOARD TH T OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED go'.`j 0 2 5 10 20 SCALE: 1 "=10' 0 M The LA GROUP Landscape Architecture &Engineering P.C. People. Purp ose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup corn Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. (0 the LA Group 2019 Prepared for - Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Proj ect Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CMl Drawn: TOH ChVd: MCB Date: 4/2/2019 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 16/11/2019 2 Revised per ENG Comments 17/3/2019 Drawing Title Utility Plan Enlargement Drawing No. COMMON NAME Sugar Maple Adirondack Crab Apple SIZE I REMARKS 2 - 2 B&B 1 /2"cal. 1 1/2" cal. B&B Dwarf Azalea 18"-24" ht. Green Gem Boxwood 18"-24" ht. Red Osier Dogwood 18"-24" ht. Carol Mackie Daphne 18"-24" ht. Slender Deutzia 18"-24" ht. Fothergilla 18"-24" ht. Witch Hazel 4'-5' ht. Oakleaf Hydrangea 1811-2411 ht. Little Lime Hydrangea 18"-24" ht. Shamrock Compact Inkberry 18"-24" ht. Sweetspire 18"-24" ht. Knock Out Roses 18"-24" ht. Pinxterbloom Azalea 18"-24" ht. Anthony Waterer Spirea 18"-24" ht. Emerald Green Arborvitae Blue Lobelia Mph Dwarf Fountain Grass #2 cont. TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED " • . TP Area Thelypteris palustris Marsh Fern #2 cont. SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. ��:`- . :..'• .; • \ �" TYPE-1 SEED MIX ..:..• •'" :: `1'.\ :' : ' ' '''•- : .�:.•� .• •' ERNST MIX 183 7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT 15"CRABAPPLE '.� `: ••..,: ` .•'. TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 1 "' 'i �\ \\ \� t.. �~ ,�:,: -'" BOTANICAL NAME COMMON NAME EXISTING \�� :•.h: :.,' :� :,.yM1.:: Panicumclandestinum DEER TONGUE,'TIOGA' 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR CLUBHOUSE . _ '/ , : j :_'•: ` ; , SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT 1 I / ✓t a% 1 Carex vulpinaidea FOX SEDGE \ / O �,... , .1.,.„' ; \ . ^ }:• :; 'I Elymus virginicus VIRGINIA WILD RYE ` . • : •: DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME � .. ` � • '•\;....,. � -":'� • �•• •:_ "...:�:: •:.•'•'• .. - . DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR y .'''' •:" :: •' :' I Agrostis perennans AUTUMN BENTGRASS .' �;•' : :,• 00, SHRUBS IMMEDIATELY FROM PROJECT SITE. `:' a.,' - 1 I Agrostis scabra TICKLEGRASS (ROUGH BENTGRASS) i�• i '`•: ' "� 1 Juncus tenuis PATH RUSH I 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO V;. :. .: ;.ti : •: ; •'. ;•.:,.; ::. ,i` �.:' ':. \ ;. t. 1 PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. I .. ' ~ 0 I SEEDING RATE: 20 LB PER ACRE (1/3 - 1/2 LB PER 1,000 SQ FT.) 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL `` "' AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE :. \'° ,,.' �•,'.:. I o COMMENCEMENT OF PLANTING. .��\\\\�\\\\\\\O\\\O\\OI \\\\\\��\\\^ \\`10 W \\O\\\\ �\�° I AS] 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY SEE SHEET L-5.1 `� 1 BORE TO PREVIOUS GRADE, NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF l l r: __ � '-.. �'•�J II ROUGH GRADING. 1 t _.., r wl 1 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN 30.00' �- ! *^.- -? • wll EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 00\0\00 \\\\\\\o \\\\\\0\\�s ®\O\\\\\� NO\\ a \ ` Y \\O\\\O\\\\\ t\\`\\\\'000\\�." \\\\a \'\\.\ I LL O�A� t 1 1 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF I v -t'Ln TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH co COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. p V A O. \ 1 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. 1 I \ 1 Y ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPELn � 1 ARCHITECT / OWNER'S REPRESENTATIVE. 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING TEE 1 `t IL Aioss LU BQx C PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN.GREEN N 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. CP 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND 1 I TEE OWN MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. I BOx • `'�� N� PLO v'cP �f STOFIIWATER PLUGS 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN `` `�..-`'" �- ' r- *�r► �� :...'• t:;',: ` :' WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF \ 1 PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT I� WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. i _� _ 1 - _ _ 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE - - - • ' mac'`° CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE I \\� * j PERIOD SPECIFIED IN THIS SECTION. 1 ' - ' 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 60' FRONT SETBACK 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, I ''''. , POND PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL110 ' ''" ; • HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH , A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE 4 g.- ::• • �. t o PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, N85`08'48 W 304. gg' C�. . SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. \ �.� + + �\ + \\� 11 11 OCR _r'`" • ' �\\4\\\• .. ` 4 ' .1 , ;� AND BARE SPOTS NOT EXCEEDING 5 X5 100, '�.�� 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT SEE SHEET L-5.2 '21 - _ + .,___241.01 _GUMMM I :' WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. ` - - N87'06'74 " 22, GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVEAND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND LEGEND UNSATISFACTORY WORK. 23. 24. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS 26. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY PROPERTY LINE CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE'USDA CLASSIFICATION REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND CONSTRUCTION LIMIT LINE PLANTING LIST. THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE 0 AND TOXIC MATTER HARMFUL TO PLANT GROWTH, 7 25. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR OWNER'S REPRESENTATIVE, + SHRUBS TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, TOPSOIL SPECIFICATION: GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PERENNIAL & ANNUAL PLANTINGS GRADATION: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS 6 + DECIDUOUS TREE MIN. MAX. CREEPING RED FESCUE 50% 85% 95% #10 100 PH RANGE 5.2-7.0 OR CHEWINGS FESCUE #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC ORNAMENTAL TREE 6 KENTUCKY BLUEGRASS 25% 85% 90% #60 48 78 PHOSPHORUS 75LB/AC L-6.3 #100 40 75 POTASSIUM 85LB/AC PERENNIAL RYE 25% 90% 90% #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM PLANTING NOTES: n1f The 5°rCJL1-/ 4 P41 Bk145 We 1.. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED\ BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY 00"�� { '� {- OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE + Q � REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE 3'3_„E ��„ SETBACK - - - LOCALITY OF THE PROJECT.CONC.MON. FOUND P ' ��• NB� 'j' •■ c' -10�A� 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES' .► `T .':. I AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 - - :._.._.. INCHES ABOVE GROUND FOR TREE P T 4-INCH ALIPESIZE, {' - - 0 S U 0CALIPER MEASURE MAIN BODY OF `�..,/ TREE OR SHRUB FOR HEIGHT AND SPREAD DO NOT MEASURE BRANCHES OR ROOTS ::.."-.: •' ."'.. ••' : ''`M•: ` \ F -- W - TIP -TO -TIP. _. BUILDING ...Ire CAEAN _. ... . �: _ - ; G HUT I , .... 1. I 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND ;, ";: '' WARMIN '•.,.. .,ti `. i} I Io _.._ T .__ SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULL', OR '' ' < pININ 1 HEAVY1 WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE ' • "' " ' I SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. .,:.:..'.:;` :::' II • O O o o 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY "was 1 .::: II 11 ' ' .� • '. x`k\ ..} 1 s 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. � 11 I � \k . , w. • `�.:,� I PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. '.' I II ' . \ ---• -' I 6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY 1 18 \+r,,,.. TYPE-1 SEED MIX LAWN STORMWATER PLUG MIX PLANT LIST SYM. QTY. BOTANICAL NAME ORNAMENTAL TREES AS 5 Acer saccharum MA 6 Malus'Adirondack' SHRUBS AC 5 Azalea 'Candy Lights' BG 18 Buxus x 'Green Gem' CS 12 Cornus sericea DB 9 Daphne x burkwoodii 'Carol Mackie' DG 2 Deutzia gracilis 'Nikko' FG 5 Fothergilla gardenii HV 14 Hamamelis virginiana HQ 3 Hydrangea quercifolia HP 9 Hydrangea Paniculata 'Little Lime' IG 25 Ilex glabra 'Shamrock' IV 9 Itea virginiana RK 15 Rosa 'Knock Out' RP 5 Rhododendron periclymenoides SB 6 Spirea bumalde 'Anthony Waterer' TO 17 Thuja occidentalis 'Emerald Green' GRASSES / PERENNIALS / FERNS LS 18 Lobelia spiphilitica PA 50 Pennisetum al 'Hameln' STORMWATER PLUGS BOTANICAL NAME COMMON NAME PLANTING SIZE REMARKS IRIS VERSICOLOR BLUE FLAG IRIS 2 IN. PLUGS 36" OC GLYCERIA STRATA FOWL MANNAGRASS PLANT IN CLUSTER OF 10 Planning Board # 19.299 APPROVAL: W, APPROVED UNDER UTHORIT A R SOLUTION ADOPTED BY THE PLANNING BOABOAPQ TI Y F SARATOGA SPRINGS. �'a'J+'/�` • �7 CHAIRPERSON 0 The LA GROUP Landscape Architecture @ Engineering P.C. People. Purpose. Place. 40 Long Al1eV p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. C the LA Group 2019 Prepared for. - Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 C Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=30' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 2 Revised per City Comments 7/31/2019 Drawing Title Landscape Plan Overall Drawing No. 0 5 15 30 60 L- 5. o mmp=%==M� 14-22 SCALE: 1 "=30' DATE SIGNED ® O _owns ��� _,.son_ woo —_ am go 4§0 1W woo -to d—own-No 9 Mass- ' do — \ REpR SETBAOK -- - • ,,.9 a woo 008 wool dim do woo/ WOR woo WN waspow \0 woo 1 1 1 . 1 1 1 1 i I 1 1 1 1 1 I 1 1 1 i 1All 1 1 1 I 1 i r=r r=Kin ------- PROPERTY LINE CONSTRUCTION LIMIT LINE I I + O SHRUBS 7 1 I PERENNIAL & ANNUAL PLANTINGS DECIDUOUS TREE ORNAMENTAL TREE Planning Board # 19.299 11 kc�lmlm The LA GROUP Landscape Architecture & Engineering P.C. PeapCe. Purpose. Aiace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared fora Saratoga Golf and Palo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 Drawing Title Landscape Plan Enlargement Drawing No. APPROVED UNDER UT RIT OF A RESOLUTION ADOPTED BY THE PLANNING BOA F k Y OF S TOGA SPRINGS. CHAIRPERSON DATE SIGNED 4W I vim 0 2 5 10 20 L - 5.1 (I R U3 SCALE: 1 "=10' N 41 �o 0 00 v vo AN 60FRONT SETBACK N co Ilk CS LEGEND ------- PROPERTY LINE i c CONSTRUCTION LIMIT LINE "Miftwo no on 0' +0 SHRUBS L-6.3 --'�-- � g ° V PERENNIAL & ANNUAL PLANTINGS + DECIDUOUS TREE 6 L-6.3 '(19% ORNAMENTAL TREE 6 L-6.3 F` LAWN 00 00 n , vO C% \ \� 1� ° \ \ 001 \ O \ \ .0 \ l 0 14#1\. \ \ ° IE m ev\`'o\oo N�� \s PN NaP Q�0 G m� + 3 SB IG 1 MA v v v 0O�% 00 0 a $� L V vp�V 0 -- ; C% Planning Board # 19.299 APPROVAL: MAY 4)22 22 PA 14 HV AREA ® �♦ g 40to 100 00 Monona on Woon — APPROVED UNDER AUTHORITY OF OLOTION ADOPTED BY THE PLANNING BOARD OF Th(E OTYiOf �SARATOGA SPRINGS. 0 2 5 10 20 SCALE: V=10' kctalml The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for• Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 ,, Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 6/11/2019 Drawing Title Landscape Plan Enlargement Drawing No. L-5.2 DATE SIGNED A CHAIRPERSON If 4k •1 z bo 8' MIN. 0 0 0 0 0 c 0 o 0 0 0 0 a o 0 0 0 CONCRETE WASHOUT (CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) -STRAW BALE 10 MIL PLASTIC LINING � N WOOD OR METAL STAKES (2 PER BALE) NOTE: 10 MIL PLASTIC LINING 1. WASHOUT AREA SHALL BE SIZED BY THE �STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. a 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3. THICKNESS- NOT LESS THAN SIX (6) INCHES. 4. WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. EDGE OF EXISTING ROADWAY SCALE:NTS 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. tY • <` ;;, C4. C�,,. ... - c. ���-ate'-� ' +y f' t . t a; f .1 4 Pk 50'-0" 1 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE SCALE:NTS NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK, 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. TEMPORARY STOCKPILE 10' MAX. q. TO 1 36" MIN. FENCE POST SCALE:NTS 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND z w w ............. ............ ............................................................... ........................................................................... FILTER FABRIC - o m Q ❑ ..... 0 N CO - O J J J H 2 FLOW W m ............................................... .:::::.::::..:.:::::....:.:..:::::.::::::::..::.::::::.::::::::::::.:::......::::.... 7777777 w ] U - z o m Q � - z - r........................................... . _ N LL - - EMBED FILTER CLOTH 4� MIN. 6" INTO GROUND FILTER FABRIC; FASTENED SECURELY PERSPECTIVE VIEW TO FENCE POSTS W/ STAPLES SECTION CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE, 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SILT FENCE } TREE PROTECTION DETAIL DRIP EDGE ORANGE POLYETHELENE WARNING FENCE WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA" METAL POST SCALE.NTS 1/2" JOINT EXPANSION JOINT JOINT SEALANT PER SPEC 6 x 6 - W6.0 x W6.0 WELDED \A FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE PREMOLDED EXPANSION JOINT FILLER EXPANSION JOINTS TO OCCUR 20' O.C. MAX OR AS SHOWN ON PLANS & AT ALL CURBS, WALLS, PIERS & WHERE SHOWN ON PLANS OR OTHER DETAILS, 1/8" JOINT LL1111 CONTROL JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT SAWCUT JOINT WHERE SHOWN ON PLANS 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. -TOP COURSE - NYSDOT ITEM NOTES: 402.098302 - 9.5F3 H.M.A., 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON TACK TACK COAT - NYSDOT ITEM ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY 02 DILUTED REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. BINDER COURSE - NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 1/2" JOINT FILLER 402.198902 - 19F9 H.M.A., 80 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE, WHEN ABUTTING CONCRETE SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR 4 BINDER (LIQUID ASPHALT) CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING FINISHED GRAD ASPHALT PAVEMENT GRADE SHALL BE PG-64-22 SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO a z COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. COMMENCING PAVING OPERATIONS. 304) COMPACTED TO 95% co 114 a STANDARD PROCTOR ,x `, CONCRETE CURB PAVEMENT TOP BINDER GRAVEL \\ p` o `' TYPE COURSE COURSE COURSE �r\\�: n ~ fl SUBGRADE -COMPACTED TO GRAVEL COMPACTED TO 90% STANDARD PROCTOR PARKING 1-1/2" 2" 8" \� z > C� `\\ 95% STD. PROCTOR LOT \\ f, ,t��' g ,. , \ \ \• \: \\i\\� \\\ \\CHURCH SUBGRADE COMPACTED STREET 2 4 12"\01 �\�\,�\;�����,\\` TO 90% STANDARD PROCTOR ASPHALT PAVEMENT ' BINDER TO BE PLACED IN TWO (2)-2" LIFTS WITH TACK COAT INBETWEEN SCALE:NTS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO J WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED, THE EXACT WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH MINIMUM SPECIFICATIONS. CLIMATE AND WEATHER CONDITIONS, ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE LESS," (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 '`A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE PAVEMENT ON GRADE MOUNTABLE CONCRETE CURB TRANSITION CURB u SCALE NTS 51-011 TRANSITION CURB ji ...............-.........._ SECTION WIDTH OF TENNIS COURT SEE PLAN SCALE: NTS TOP OF EDGING TO BE FLUSH WITH FINISH GRADE COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING FINISH GRADE 4" HT. ALUMINUM EDGING NYSDOT #2 WASHED STONE GEOTEXTILE SEPARATION FABRIC @ BOTTOM AND SIDES STONE BASE UNDER PLATFORM TENNIS SCALE NTS Planning Board # 19.299 ----------- -- APPROVAL:NAY 0 APPROVED UNDER AUTHORITY PLANNING BOARD OF/TH& C,Ni SCALE NTS ELUTION ADOPTED BY THE )F SARATOGA SPRINGS. Doi i"f07 CHAIRPERSON LCM1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587--8100 Saratoga Springs j 518-587-0180 NY 12866 www thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for.- Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: MCB Drawn: TOH Ch'k'd: CMI Date: 4/2/2019 Scale: AS NOTED Drawing Title Construction Details Drawing No. L-6.0 � BU3 SCALE NITS SCALE NTS DATE SIGNED L PROPOSED PAVING PROPOSED TOP COURSE PROPOSED BINDER COURSE SEE ASPHALT PAVEMENT DETAIL PAVEMENT KEY EXISTING PAVING TO REMAIN KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 1 1/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT TACK COAT TO BE APPLIED TO EXISTING PAVEMENT BEFORE OVERLAY EXISTING BASE MATERIAL COMPACTED SUBGRADE SPECIFICATIONS UNIT SIZE - 20" X 20" X 1" AVAILABLE IN 9 STANDARD ROLL SIZES NOTE: THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS PAVEMENT TO REMAIN. SCALE NTS STRENGTH - 5720 PSI COLOR - BLACK (STANDARD) RESIN - HDPE (WITH SOME POST -CONSUMER RECYCLED CONTENT) PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) D° p ° p D° p ° V D° V V DCTED SANDY GRAVEL p p p p A • p "Al�p ROAD BASE - 6 INCHES TO 12 INCHES v 0 D 0 v 0 D v 0 D 0 °OD ® d V _eA I 11 I I I I I I I I I I I I I I I I I COMPACTED SUBGRADE, III IIII _ I I IIII IIII 95% MODIFIED PROCTOR DENSITY SECTION TOP OF GRASS ROOT MASS T" ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 v 0 v 0 v 0 v 0 v 0 D A A D COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT GRASSPAVE DETAIL FREE STANDING "NO PARKING" SIGN TO MEET ANSI STDS. (12 x 18" MIN. SIZE. 4'-0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. g g SCALE NTS FREE STANDING HANDICAP VAN ACCESSIBLE SIGN TO MEET ANSI STDS. (12 x 18" MIN. SIZE, 4'-0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. g -4- INSTALL BEGINNING OF ROLL IN 6" X 6" ANCHOR TRENCH, STAPLE, BACKFILL, AND COMPACT SOIL fL QUARRY STONE SLAB; 60"-96" (L) X 24"± (H), X 24"-48" (D). IRREGULAR IN SHAPE AND IN SIZE, TO BE INSTALLED TO APPEAR AS EXPOSED LEDGE. TO SMOOTH RIVER SOVERLAP BLANKET ENDS 6" (MIN.) WITH THE STONE EDGE, �� r� UPSLOPE BLANKET OVERLAYING THE DOWNSLOPE 4" 6' IN DEPTH. f BLANKET (SHINGLE STYLE). STAPLE SECURELY. QUARRY SLAB RETAINING WALL FINISH GRADE SEE PLANS CFF I AvnI IT PI AN Y"" RADIUS FINISH GRADE 4" WIDE BELGIAN BLOCK, TYP COMPACTED SANDY GRAVEL COMPACTED OR UNDISTURBED SUBGRADE 6" 4" 4" GRASS TREADS WITH GRANITE RISERS 4" WIDE PARKING LINES PAINTED WHITE ANSI STANDARD HANDICAP SYMBOL SCALE.NTS SCALE. NTS NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY THE BLANKET SHOULD NOT BE STRETCHED. IT MUST MAINTAIN GOOD SOIL CONTACT. NOTES: 1. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE SPECIFICATIONS PRIOR TO INSTALLING THE BLANKET 2. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. 3. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS. 4. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLAYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET. 5. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, 6. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 80% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS. EROSION CONTROL MATTING 4" STONE DUST OR MULCH GEOTEXTILE FABRIC SUBGRADE- COMPACTED TO 95% STANDARD PROCTOR STONE DUST OR MULCH PATH Planning Board # 19.299 APPROVAL: APPROVED UNDER PLANNING BOARD SCALE:NTS SCALE:NTS kc*mml The LA GROUP Landscape Architecture &. Engineering P.C. People. Purpose. Place. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared fora Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Ti'tle.- Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 133o/ef Project No.: 2018074 Design: MCB Drawn: TOH ChWd: CMI Date: 4/2/2019 Scale: AS NOTED Rev: Description: Date: Drawing Title Construction Details Drawing No. 91-0" TYP L 8'-0" TYP. 8'-0" TYP. MIN MIN ACCESSIBLE PARKING 16-0MIN. SCALE NTS DATE SIGNED ITHORITY RESOLUTION ADOPTED BY THE ,TH 0 SARATOGA SPRINGS. Ii� CHAIRPERSON SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. 8„ LAWN RESTORATION PVMT. RESTORATION MIN. TOPSOIL &SEED KEY EXIST. PVMT. AS SPECIFIED NEW PVMT., SEE DETAIL JT. :aq ' SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL UJ O 1 :. :i z' w LU BURIED IDENTIFICATION Q �` j'r i � WARNING TAPE i ON L.1_ •��1Jli.�j 3.. < Q :f `' - O (n FINAL TRENCH BACKFILL J ' ¢ =i=:� I_.... - � w :......:.; . (SEE NOTE) N UJ > ' e I PIPE ZONE BACKFILL WELL GRADED SAND WITH 4" r o ?'!,\ I I _. ;''::- MAX PARTICLE SIZE, NOT MORE _ x THAN 10% PASSING 200 SIEVE, �nr _€ , i O.D./2 �.. „ 6 MIN. PIPE ZONE BEDDING MAT'L PIPE O.D. + 24" IL MIN. NOTES: 1. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS, ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER.. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. ZI0 ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. + COARSE 703-02 MECHANICAL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. WELL GRADED 1 MECHANICAL COVER SAND COMPACTION FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION TYPICAL TRENCH FINISHED GRAD z 00 FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER OR STORM SEWER * SEE NOTE SCALE NTS NOTES: (REFERENCE - "TEN STATE STANDARDS) 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF THE MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF THE SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF THE SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACK FILLING. UTILITY CROSSING DETAIL DOT ITEM 620.03 STONE FILL (LIGHT), OR AS SPECIFIED CORRUGATED HDPE STORM SEWER PIPE; REFER TO PLANS FOR SIZE AND LENGTH FLARED END SECTION EXTEND RIP RAP 12" MIN. ABOVE FLARED END. FLARED END SECTION ■Y�i�IY SECTION VIEW SCALE NTS PROPOSED FINISHED GRADE- SEE PLANS HDPE FLARED END SECTION WITH CORRUGATION COUPLING MATCHING CONDUIT CORRUGATIONS & HAVING ANCHOR TOE PIECE. INSTALL AT ALL PIPE DS. 0 MIRAFI 160N FILTER FABRIC UNDER FLARED END SECTION & RIPRAP " WHEN OUTLET IS TO SWALE, EXTEND STONE FILL UP SIDE SLOPE A MINIMUM OF z THE SWALE DEPTH. STONE APRON WIDTH & LENGTH TABLE 12" 7'-0" 6-0" 15'-18' 8 - ' 7 24" 9'- " 8'-0" SCALE:NTS a PLANTING AS SPECIFIED � s YARD DRAIN ROAD \ ., ' ' f ` Jt rp PQNI)[NG DEPTH ` K :..::... .. 2" MULCH LAYER - BIORETENTION SOIL MIX - NYS DOT #2 STONE WITH i MIRAFI 160N FILTER FABRIC. MIN. 12" OVERLAP 4" PERFORATED PVC PIPE PROVIDE WATERTIGHT 20 MIL POLY CONNECTION AT ALL WATERPROOF BIORETENTION PENETRATION PER LINER MANUFACTURER SPECIFICATIONS: RECOMMENDATION 1. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND OR LOAM TEXTURE PER USDA. MAXIMUM CLAY CONTENT IS 10%. GRADATION: CHEMICAL ANALYSIS SIEVE % PASSING BY WEIGHT MIN. MAX. PH RANGE 5.2-7.0 #10 100 ORGANIC MATTER 1.5-4% (BY WEIGHT) #20 78 95 MAGNESIUM 35LB. PER AC #40 67 87 PHOSPHORUS 75LB/AC #60 48 78 POTASSIUM 85LB/AC #100 40 75 SOLUBLE SALTS NOT TO EXCEED 500 PPM #200 28 63 #270 22 55 .002 2 7 2. FILTER MEDIA SOIL SHALL HAVE A UNIFORM MIXTURE OF 70% SAND (100% PASSING 1" SIEVE AND 5% PASSING THE #200) AND 30% TOPSOIL WITH AN AVERAGE 5% OF ORGANIC MATERIAL SUCH AS COMPOST OR PEAT, ETC. 3. FILTER MEDIA SOIL SHALL BE TESTED TO ENSURE COMPLIANCE. SUBMIT TEST RESULTS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. SOIL SHALL HAVE A MINIMUM PERC. RATE OF 2"/HOUR. 4. FILTER MEDIA SOIL SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER, BRUSH OR WEED SEEDS. 5. PLACEMENT OF THE FILTER MEDIA SOIL SHOULD BE IN 12" TO 18" LIFTS. LIFTS MAY BE LIGHTLY WATERED TO ENCOURAGE NATURAL COMPACTION. NO ADDITIONAL COMPACTION IS NECESSARY. ALLOW TIME FOR NATURAL SETTLEMENT, AND ENSURE FINAL GRADES ARE MET. 6. NO HEAVY EQUIPMENT SHALL BE USED WITHIN BIORETENTION AREA. 7. MULCH SHALL BE SHREDDED HARDWOOD, WELL AGED A MINIMUM 6 MONTHS. 8. GEOTEXTILE FABRIC SHALL MEET CLASS C. APPARENT OPENING SIZE (ASTM D-4751 GRAB TENSILE STRENGTH ASTM D-4632 AND BURST STRENGTH (ASTM-D-4833). 9. PLANTING SHALL BE IN ACCORDANCE WITH PROJECT PLANS, PLANTING NOTES AND DETAILS. BIORETENTION BASIN INSIDE FACE OF MANHOLE — MORTAR AFTER INSTALLATION OF HOLDING BOOT ALUMINUM ALLOY KORBAND 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB SCALE:NTS FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP INVERT z i0 .12 z T-0" MAX. PRECAST CONCRETE BASE SECTION U_ CONNECTION TO EXISTING MANHOLE DETAIL 12" YARD DRAIN TOPSOIL YARD DRAIN z CD SCALE, NTS FRAME AND GRATE t^—FINISH GRADE SELECT GRANULAR BACKFILL z ti l _ CRUSHED STONE COMPACTED SUBGRADE SCALE N,T.S Q I- U) w Of > Oo CATCH BASIN FRAME AND GRATE, 3 FLANGE. RIM ELEV. AS INDICATED ON PLANS. NON -SHRINK CEMENT MORTAR ALL AROUND FRAME. �---- PITCH PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, NON -SHRINK MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR FRAME AND GRATE, EJIW MODEL 5419 F.G. PAVEMENT ----- PITCH PRECAST CONCRETE GRADE AS REQUIRED; CEMENT RINGS, NON -SHRINK MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR i REINFORCED PRECAST CONCRETE all BARREL SECTIONS AS REQUIRED, MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a I SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS a = APPLY BITUMASTIC JOINT COMPOUND ALL :_:;^ AROUND AFTER ASSEMBLY PIPE SIZE & SELECT GRANULAR --` RACKFIII z K t ,:. ;, o z. , ...........i , L........ ,1.......... ........ : L._..._.-I I L... , ..__ TOP OF STRUCTURE ELEV=349.0' 3" DIAMETER ORIFICE ELEV=347.5' FLAT ROOF TRASH RACK 3" DIAMETER ORIFICE — ELEV=347.5' TRASH RACK ORIFICE DETAIL BOOT TYPE FLEXIBLE MEMBRANE SLEEVE REINFORCED PRECAST CONCRETE INTEGRAL WALL AND BASE SECTION 12" CRUSHED STONE BASE COMPACTED SUBGRADE CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 4; STEPS TO BE COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM A615 GRADE 60 STEEL 30" SQUARE ORIFICE 4' X 4' kk1� 6," SELECT GRANULAR���\ .; BACKFILL. A ... UNDISTURBED OR 12" SUMP, TYP, COMPACTED SUBGRADE SECTION OUTLET CONTROL STRUCTURE 8 SCALE: NTS 18" HDPE CULVERT ELEV=346.15' 12" THICK CRUSHED �. STONE BASE WRAPPED IN GEOTEXTILE FABRIC STORM SEWER PIPE INLET Planning Board # 19.299 SCALE NTS The LA GROUP Landscape Architecture & Engineering P.C. Peop(e. Purpose, Pface. 40 Long Alley p: 518-587-8100 Saratoga prings f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for. Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title. - Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 4/2/2019 Scale: AS NOTED Drawing Title Construction Details , APPROVAL: APPROVED UN R."A T ITY OF A RESOLUTION ADOPTED BY THE PLANNING D TY 0 ARATOGA SPRINGS. CHAIRPERSON DATE SIGNED Drawing No. L- .2 917 BUILDING WALL ROOF DRAINAGE 12" YARD DRAIN 20 MIL POLY / WATERPROOF LINER WASHED COBBLES OR SPLASH BLOCKS AT ROOF N LEADERS - ALL OTHER AREAS SHALL BE 2" THICK SHREDDED BARK MULCH 18" SOIL MEDIA FOUNDATION WALL W/ WATERPROOFING MATERIAL FILTER FABRIC MIRAFI 160N OR APPROVED EQUAL 20 MIL POLY WATERPROOF LINER —� (V NYSDOT SIZE 2 (703-2) DRAINAGE STONE 4" UNDERDRAIN P j I 6" OUTLET PIPE i CONCRETE RATAINING WALL (DESIGN BY OTHERS) FINISHED GRADE NOTE: 1. SOIL MEDIA INFILTRATION RATE ±2" PER HOUR. MEDIA TO CONSIST OF 70% SAND, (100% PASSING 1" SIEVE, 5% PASSING NO. 200 SIEVE) AND 30% TOPSOIL (5% ORGANIC MATERIAL) 2. VEGETATION SELECTED SHALL BE IN ACCORDANCE WITH NYSDEC STORMWATER MANUAL AND BE RELATIVELY SELF-SUSTANING AND ADAPTABLE. ALL PLANTS SHALL BE CONTAINER -GROWN WITH A WELL ESTABLISHED ROOT SYSTEM, PLANTED ON ONE -FOOT CENTERS. 3. CONCRETE WALL SHALL BE DESIGNED AND STAMPED BY AN ENGINEER LICENSED IN THE STATE OF NEW YORK. STORMWATER PLANTER DETAIL 3/4" OR 1" COPPER TUBING (TYPE K) (SIZE AS REQUIRED) CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" OR 1" - SIZE AS REQUIRED s \\ 8" D.I.P WATER MAIN WATER SERVICE DETAIL FINISH GRADE CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) (SIZE AS REQUIRED FOR 314" OR 1" SERVICE) Z CURB STOP; MUELLER ORISEAL MODEL g H-15209 COMPRESSION, MODEL H-15219 b (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) TEMPORARY CAP OR PLUG AS NECESSARY n COPPER PI —REQUIRED PE OR PSIZE AS SOLID CONC. BEARING BLOCK OR C.I. FOOT DIAMETER OF RISER EQUAL TO SEWERLINE UP TO 4" DIAMETER CRUSHED STONE (NYSDOT #11 4" SCH-40 COMPACTED SUBGRADE FLOW SANITARY CLEANOUT SCALE:NTS SCALE:NTS 2'-6- FINISHED GRADE CLEAR OPINING CAST IRON MANHOLE FRAME AND COVER - = CAMBELL #1016 OR EQUAL, TOP SURFACE °.o v Ga CHECKERED AND LABELED "CITY OF SARATOGA of to>' c;,� r'c' 4 p SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED. (FRAME AS REQ'D TO ADJUST TO FINISHED GRADE. CONE* 8 \ \ \\ TO BE SET PARALLEL TO CROSS AND USE PRECAST UNITS EXTENSIONS ,� \\� \ j \ ' \r ` \ \ \\\\ fj LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 INTERNAL DROP, WHERE SPECIFIED NOTES: 1. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. BOTTOM SECTION 00 TO 1/4 BELOW F.G.) \'\ t%\! ', �1j //�f\ PRECAST CONCRETE GRADE RINGS \ \\ .\`\\\f\\i 6 (MIN.) TO 20 (MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - �\ \\!\\\\\\ 4,000 p.s.i. AT 28 DAYS, AIR - ENTRAINED �€ FOR SANITARY MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. I \r� FOR SANITARY MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR 4'-0" ID MIN.* I PIPE TO MEET ASTM SPEC. NO.C-923 PER ,� (SHOP DRAWINGS REQ'D) �-�F-OT _ CIRCUMFERENTIAL ' a REINFORCEMENT 0.12 s In. PER LIN. .� •' I q' • FT. MIN. CO CS 4000 PSI CONCRETE BENCHWALL FOR .: �. �. SANITARY MANHOLE .I.... .. SIZE AND LOCATION OF PIPES AS SPECIFIED N \\\ \ \ \\ 12" CRUSHED STONE - #1 OR #2 �...t \ Q NOMINAL SIZE 06 n f� ; }� < a' \\rl� UNDISTURBED SUBGRADE OR ADDITIONAL ttC '. o.eta z. :�v> Cnr� Js i\f. , r` �- .,, %. FOUNDATION STONE A.O.B.E. T-i n pia„ 12" DECORATIVE METAL PICKET FENCE NOTES: • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. • THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. • TREE SHALL BE PLUMB & STRAIGHT. ATTACH 1/8" GALV. STEEL CABLE TO STAKE, NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3"0 x 8' CEDAR STAKES, 3 PER TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY)- 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE 1/8 LONG SWEEP BEND SUPPORT BRACKET JSTRIAL DRIVE RIVET <ETS DECIDUOUS TREE PLANTING SCALE:NTS SCALE NTS SCALE NTS SPACE SHRUBS AS INDICATED ON PLANS 3" DEEP MULCH 3" HT. PLANTING MIX SAUCER CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL AMENDED BACKFILL SCARIFY SUBSOIL TO MIN. 4" DEPTH SHRUB PLANTING DETAIL SCALE:NTS END CAP FOR FUTURE CONNECTION PROPERTY LINE, R.O.W. OR EASEMENT ADAPTER FITTING IF REQ'D LIMIT 45' OR 30' BEND AS REQ'D 2" X 4" PRESSURE TREATED STAKE 01 450 OR 60' WYE 8" SEWER MAIN BUILDING SEWER LATERAL 6" MIN. LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC MIN. SDR 26 PVC SEWER SERVICE CONNECTION - PLAN FINISHED GRADE J +I LLu Ch ui W of OR 30° BEND AS REQ'D W SLOPE: 2% MIN. (114'" PER FOOT) p PLUMB AT END OF LATERAL I— — — — — — — — — — — — — — — — — — — — 777.777 .:' PIPE BEDDING AS REQ'D `r o 0 0 0 0 �.1- \7 \ \ r \\ T�%' � \ \\ UNDISTURBED SUBGRADE + \ \� ��\� \ . � !; .01 SANITARY SERVICE DETAIL A 2"± PIPE PROJECTION INTO MH, TYP. B d-, B11 ONE-WAY INVERT MULTIPLE INVERT PLAN ALIGN 0.8 DEPTHS FORM SMOOTH - OF DIFFERENT SIZE CURVE PIPES 1/2" PER FOOT (MIN.) PITCH ACROSS MH STANDARDINVERT SECTION A -A PIPE A +- SAWED HALF PIPE SECTION B-B 70TH CURVE SMOOTH DROP INVERT FILLET MANHOLE BENCHWALL DETAIL INVERT IN 0.10'(MIN.) TO 2'-6"(MAX.) INVERT OUT SCALE:NTS WASH 2"± PER FOOT CHANNELDEPTH 0.8 PIPE I.D. INVERT —CONCRETE BENCHWALL 4,000 PSI MIN. SCALE:NTS Planning Board # 19.299 The LA GROUP: Landscape Architecture & Engineering P.C. Peap�e. Purpose. Pface. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2019 Prepared for Saratoga Golf and Polo Club 301 Church Street Saratoga Springs, NY 12866 Project Title: Saratoga Golf and Polo Expansion 301 Church Street Saraoga Springs, NY 12866 Project No.: 2018074 Design: MCB Drawn: TOH Ch'k'd: CMI Date: 4/2/2019 Scale; AS NOTED Rev: Description: Date: Drawing Title Construction Details SANITARY MANHOLE SCALE NTS APPROVAL: APPROVED UNDER AqTH R Y OF A RESOLUTION ADOPTED BY THE PLANNING BOA T E TOGA SPRINGS. CHAIRPERSON DATE SIGNED � Drawing No, L-6.3 RqAV