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HomeMy WebLinkAboutDRAWING #0000-1_AS BUILT_201 INTERNATIONAL DR111J AA �""'� It xamm lit C A400,A44- Aoff at fin . y . I) &aEVELOPMENT &aHAW181"AMIGS lY � 3 t ^T,^,•.•!re'?T.^?.�Y'R`^••tw.+��•1„ ��!+,MT•Rrnr•1 ss n. fn: .`! . ,,�t •� '; _rte,._....._ .. r i I r' • ` K.S.C. MERRITT ISLAND PROJECT CAPE CANAVERAL. COCOA BEACH `AIA PROJECT LOCATION MAP N.T.S. DETAIL NO. SHEET DETAIL SHEET DETAIL IS REF. TO IS SHOWN SYMBOL INDEX OF DRAWINGS ti an J• TITLE I DEVELOPMENT SITE PLAN PART I GENERAL NOTES 2 DEVELOPMENT SITE -PLAN PART 2 3 A. NOTES WHEREIN CONTRACTOR IS SPECIFIED ARE INTENDED TO APPLY "• 4 PAVING AND DRAINAGE SITE PLAN PART 2 5 UTILITIES SITE PLAN 'PART I TO ALL CONTRACTORS SUPPLYING LABOR AND MATERIALS FOR THIS 6 UTILITIES SITE PLAN PART 2 .e 7 SITE DETAILS PROJECT AS THEY APPLY. SITE DETAILS ' 201 INTERNATIOI NAL DRIVE p THE OAKS —� SITE PLAN B. CONTRACTOR SHALL PERFORM ALL WORK DESCRIBED AND BE RESPONSIBLE cr O FOR ITS CORRECTNESS. Z Z C. ALL CONTRACTORS, BEFORE UNDERTAKING THEIR WORK UNDER THIS LLI CONTRACT ARE ASSUMED TO HAVE VISITED THE SITE AND CONSIDERED.�z;�, O j'+1 ALL CONDITIONS WHICH MIGHT AFFECT THEIR WORK. NO CONSIDERATION Ill WILL BE GIVEN TO ANY CLAIM BASED ON LACK OF KNOWLEDGE OF EXISTING O >< V CONDITIONS. ® w a D. CONTRACTOR SHALL LAYOUT WORK AND LOCATE ALL REFERENCE POINTS Y Y Q O Q AND TAKE SUCH ACTION AS IS NECESSARY TO PREVENT THEIR DESTRUCTION O ;. AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND MEASUREMENTS a:• x OF THE BUILDING, GRADING, PAVING, UTILITIES, AND OTHER WORK m o �. 2 or H,I o Q g a EXECUTED UNDER THIS CONTRACT. . '"'ate%Lcri E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL OR DOING WORK WHICH IS DEPENDENT FOR PROPER SIZE OF INSTALLATION ui UPON COORDINATION WITH BUILDING CONDITIONS AND SHALL BE RESP- W O rr! ONSIBLE FOR THE CORRECTNESS OF SAME. NO CONSIDERATION WILL BE GIVEN TO ANY CLAIM BASED ON DIFFERENCES BETWEEN THE ACTUAL Q •Z UL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. ANY DISCREP- n ` if {; ANCIES BETWEEN THE DRAWING AND/OR SPECIFICATIONS AND THE V K EXISTING CONDITIONS SHALL BE REFERED TO THE ARCHITECT FOR ADJUSTMENTS BEFORE ANY WORK AFFECTED IS BEGUN. � O. <-Z vI LLIr j is F. THE CONTRACTOR AND ALL SUB -CONTRACTOR SHALL COOPERATE WITH ONE ANOTHER M. WHILE DOING RELATED WORK, TO FACILITATE THE PROGRESS OF THE WORK. EACH TRADE SHALL AFFORD ALL OTHER CONTRACTORS Q ` EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR MATERIALS. co W o: '' w U I G. CONTRACTOR SHALL COMPLY WITH ALL LAWS AND ORDINANCES INCLUD- z - ING REFERENCES TO FIRE PROTECTION. {i~ H. CONTRACTOR SHALL PROVIDE ALL TEMPORARY RAMPS, LADDERS, SCAFFOLDS, w RUNWAYS, SHORING, ETC. OF AMPLE STRENGTH AND RIGIDITY, AND LL V MAINTAIN THE ELEMENTS IN ABSOLUTELY SAFE CONDITION AT ALL TIMES.LL I. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR, AND FURNISH AT HIS OWN W U EXPENSE ALL TEMPORARY UTILITIES, INCLUDING SANITARY FACILITIES. u- o J. CONTRACTOR SHALL ERECT ALL NECESSARY BARRICADES, ENCLOSURES, W SIGNS, AND OTHER DEVICES TO'PROVIDE ADEQUATE PROTECTION OF PERSONNEL 4 W AND PROPERTY THROUGHOUT CONSTRUCTION, AND SECURE Q C3 S THE CONSTRUCTION FROM PILFERAGE AND VANDALISM. 0 = K. ALL ITEMS AND CONDITIONS WITHIN THESE DRAWINGS SIMILAR TO THOSE NOTED SHALL BE CONSIDERED AS IF NOTED THEMSELVES AND z W THE NOTE SHALL APPLY. ` K.S.C. MERRITT ISLAND PROJECT CAPE CANAVERAL. COCOA BEACH `AIA PROJECT LOCATION MAP N.T.S. DETAIL NO. SHEET DETAIL SHEET DETAIL IS REF. TO IS SHOWN SYMBOL INDEX OF DRAWINGS ti an J• TITLE I DEVELOPMENT SITE PLAN PART I 1 2 DEVELOPMENT SITE -PLAN PART 2 3 PAVING AND DRAINAGE SITE PLAN PART I 4 PAVING AND DRAINAGE SITE PLAN PART 2 5 UTILITIES SITE PLAN 'PART I �•t 6 UTILITIES SITE PLAN PART 2 .e 7 SITE DETAILS 8 SITE DETAILS 201 INTERNATIOI NAL DRIVE p THE OAKS —� SITE PLAN 9 Sheets .i-a>.•L COVE R TITLE ■ la;nsl� ax��nrnnr^t.. ��•""�77 v; -'. t .,.,f.- M , l.•! ♦ ,'rr, .,•;oi' m;., 1 Ir..o • µ, \y of �•t .e N r I F' Q cr O Z Z LLI O off.Cr0 Ill Z O >< V ® w a a Y Y Q O Q .� O o. O x LU m o �. 2 or H,I o Q g a . COVE R TITLE ■ la;nsl� ax��nrnnr^t.. ��•""�77 v; -'. t .,.,f.- M , l.•! ♦ ,'rr, .,•;oi' m;., 1 Ir..o • µ, of N COVE R TITLE ■ la;nsl� ax��nrnnr^t.. ��•""�77 v; -'. t .,.,f.- M , l.•! ♦ ,'rr, .,•;oi' m;., 1 Ir..o • µ, •... .. 1 .�O.+.Yai- ( _ —t.t•; 'LT\.y J r j _ \ +� •� �,"��"`�'�=+—+ii.d4u�t�tw.f...i�'v 't• 'r..i., aYti.' fl� F � i DEVELOPMENT _SITE PLAN -=PART PART - I N SCALE: II = 20-0tl SEE NOTES THIS SHEET FOR ADDITIONAL INFORMATION SEE ATTACHED SURVEY 'R'i✓.. t^SM i L PROJECT DATA A. DESCRY IP_ ,TION., PROJECT HAS FOUR TWO STORY, TWELVE UNIT BUIt'aINGS WITH POOL AND RECREATION BUILDING, AND TWO FIVE STORY, TWENTE RATE UNIT BUILDINGS WITH POOL, RECREATION BUILDING AND TWO SMALL COVERED RECREATION AREAS. B. LAND SIZE: LAND IS RECTANGULAR IN SHAPE CONTAINING 294,901.2 SQUARE FEET EQUALLING 6.77 ACRES, .22 ACRES DONATED TO THE CITY BY THE OWNER IS INCLUDED IN THIS FIGURE C. DENSITY: THE DENSITY AS WRITTEN IS FIFTEEN UNITS PER ACRE EQUALING 15 X 6.55 = 98 UNITS ALLOWED, AND PROPOSED. D. .PARKING: THE PARKING REQUIREMENT AS WRITTEN IS TWO SPACES PER UNIT EQUALING 98 X 2 = 196 SPACES REQUIRED, AND PROPOSED. E. LAND USE: LAND USE BY PROPOSAL, MEETING CODES AS WRITTEN IS AS FOLLOWS I- BUILDINGS 17.8% 2. PAVING 30.6% 3. PATIOS AND WALKS 6.6% 4. L4NDSCAPED AND GRASSED 45.0% TOTAL 100.0% F. SET BACKS: THE PROPOSED DEVELOPMENT PLAN MEETS THE SET BACK AND DISTANCE BETWEEN BUILDING REQUIREMENTS AS WRITTEN. G. HANDICAPPED: THE PROPOSED DEVELOPMENT PLAN MEETS THE REQUIRED HANDICAPPED ACCESSIBILITY AND PARKING REQUIREMENTS AS WRITTEN. SIT NOTES r� lO. PERMINAN7 STRUCTURES WITH SUB -SURFACE FOUNDATIONS, PLACED AS SHOWN. r O' 'SWIMMING POOL WITH REINFORCED CONCRETE RECREATION AREA AROUND, PLACED AS SHOWN. OSWIMMING POOL FILTER SYSTEM, PLACED AS SHOWN. OFENCE ENCLOSED DUMPSTER AREA WITH 5"THICK REINFORCED CONCRETE SLAB, PLACED AS SHOWN. 5O. STAIRS, WALLS, AND SIGNS RELATED TO PERMINANT STRUCTURES, PLACI AS SHOWN. 6O. CONCRETE WALKS, PLACED AS SHOWN. 7O. BITUMINOUS PAVING WITH PAINTED STRIPING AND CONCRETE STOPS, PLACED AS SHOWN. 8O. PERVIOUS PAVING AS LOADING SPACE, PLACED AS SHOWN. 9O. EXISTING MANHOLES WITH SURFACE ACCESS .TO BE PROTECTED AND HAVE RIMS ADJUSTED TO FINISH ELEVATIONS SHOWN. 10 LANDSCAPED AND OR GRASSED AREA. 11 STREET OF BITUMINOUS PAVING CONSTRUCTED TO REQUIRED SPECS. 12 BANK LINE OF RIVER DETERMINED BY LAND SURVEY. 13 COVERED REINFORCED RECREATION AREA, PLACED AS SHOWN. 14 REINFORCED CONCRETE RECREATION AREA PLACED AS SHOWN. 15 SEE DETAIL 3 �i W c Q z V � - CL " ?� tf5 W o (� Z' w LL W- W N Wuj V O w cc r •-Y,Y! c a: a p v . J S LLJ dE a ; O CL . O >` Z W Z p V w IL ♦n O ® � Vggr 0 i"�yi W ' = oLL d fl'•� n f'e DEVELOPMENT .. . SITE PLAN :r q y r lY \X, ±25.7' 03 7 2 2 x MATCH LINE-- � • _ S. 880 551 14" E. 512.53' ,.. i _ '01 . t- -• �>=s >`>= s.o tea x r - V p .�'f a 5 -STORY m _...._._ 47•oN DEVELOPMENI SITE PLAN - PART - 2 SCALE I = 20-0 I V SEE NOTES SHT. I. FOR ADDITIONAL INFORMATION SEE ATTACHED SURVEY. 1.7 - 1 _ -17- a! ILL 9' hls:o•_. X3.0" _ 1 N. 88° 55' 14" W 404. 16' 'a 5G Ias�_oi. O� PROPOSED FUTURE ROAD II r -- v \ I c,I ! ,i I MATCH LINE ' I ., Ift-Im rt DEVELOPMENT SITE PLAN 2 W it �� Q Z Jp' !� O ala o a u Q W W m Q W� v ow m v � aW Z W v Z5 z L L W Q. LL U 0 M • � Q w � W = O = 0 Lr a Z W ct 0 5 < to DEVELOPMENT SITE PLAN 2 LL it �� V�o J DEVELOPMENT SITE PLAN 2 LL �� w J O ala � u Z O W z W� ow a � y v Y O 0 M � W co m a U Q DEVELOPMENT SITE PLAN 2 a.m.- _ � .-.r. _. _ ,.,._. _.� _, > .: ..'•P: t Z ---•—�-+►_.._+.. ___ — ,...X�.. n, .. �:::� v_✓_.:: -.:I „_.,�;'xc,. _,-:.i`y�.ai.uvl.'::n.�+-+C•••�:.;:' -.-. ...: ..:..,. .. ... vrs,u+u -- _c+..'.,_. a'.L..._....r:i::a..2ti,tu.uv Fiat!-.. I !17 O\• � 'lir i ( "- a _(i,o - i' .i. li.S� \ 1 • 7 SPECIFICAIONNOTESs J - PAVING J 4 5'9 , v g• , ALL PAVING SHALL BE 6" LIME ROCK COMPACTED AS BASE WITH 1"— ` 1 O `� 2 , / S.lp+y,. ((- _9 \\ \ i _ B.S-.- TYPE II MOD. ASPHALT CONCRETE SURFACE. tr !e r -- 7 • • • _5--�. •S.?' i �' _ _ — �� L \ .\' ' ' ' lo,•i' • • SUB GREE: g.7' --- (0,2_ -- AS REQUIRED - • - � fe � � '-- • �._ �••!' REMOVED � SUB SURFACE SHALL HAVE ALL UNSUITABLE MATERIAL 5.2 _-•_ ♦g ,y, \ 6_ TO A DEPTH OF 2'. BELOW FINISH GRADE, AND THEN BE r A. , } , '5.23' S•4� _ 4 !o•b' �, :�5 '" TO REQUIRED DENSITY AND FLORIDA BEARING. �#, �A C) • — — COMPACTED " 3 9 -Ig _ -'J1 !1. 3. FILL: 4 I _ -" d (Q' _ T (o _ ALL FILL SHALL BE CLEAN AND FREE OF VEGITATION, AND SHALL BE e ; r, ', 1 sq 7 • , , � � O �� 7 \ �' tJ.,: 3.q In-\ = �, a � � i•O' = IV PLACED AND COMPACTED AS REQUIRED. `C q:o 120'-0" 5 \ b ? It' e 27,0• J ` y. CONCRETE: �} I \ .O R� {_ ALL CONCRETE FOR CURBS, GUTTERS, AND SIDE WALKS, SHALL BE A jr I a,: �I i I ti j I I I I ; \ I - f MINIMUM OF 2500 P. S.1. WITH A MXIMUM SLUMP OF 591. b I $.O �8 • , 0 I } , 5. \ I • pl 1 I / SITE GRADING� � I % _ • �, = . I d.0 •. ' �+�',� .� •..� r� ALL SITE GRADING SHALL BE AS SHOWN IN LINE TO ELEVATIONS NOTED, �+a; 1 w.�y r e.�, waa ,� - azmr r.•a• •ems '►®. asr 6'`�� 5'25 ` ' ! 1 `~ "�I•`�' I I I COMPACTED WITH WATER AND PROTECTED FROM WASH AWAY UNTIL SODDED.. Q • 9 tOl OR SEED C 5 Ip/'4 ♦40 = �� \ '�, �— ' II / l0 6. CLEARING: • *` ', `,'.. . w -�� �_( I I ALL CLEARING AND GRUBBING SHALL BE COMPLETED WITH DEBRIS BURNED OR REMOVED PRIOR TO CONSTRUCTION SHOWN, ALL TREES AND SITE STRUCTURES NOT MARKED FOR REMOVAL SHALL REMAIN AND BE PROTECTED. w W d r. 1 I I - I 7, CONSTRUCTION AND MATERIALS: PEcr. IFICATIONS, CODES, AND ORDINANCES THAT APPLY. lin ALL CONSTRUCTION AND MATERIALS SHALL MEET AS REQUIRED ALL SC- I I I LAW / Q,_ I {- 8. LANDSCAPING: �11J.Liti, (=1-• (0.7 U ' I LANDSCAPING TO BE DETERMINED AT A LATER DATE, MEETING, AS RE- W • ' ® I ' _ I ap• 'I QVIRED, ALL CODES AND ORDENANCES THAT APPLY, USING MATERIALS 7 AND GOOD PRACTICE AS RECOMMENDED FOR LANDSCAPING IN COASTAL MID -FLORIDA. Z2. ?. Or - 0 cup Vm 53. 151-74 y rr r G ®I SITE NOTES �r , s$-417 * FF. o• IPERMINAN7 STRUCTURES WITH SUB -SURFACE FOUNDATIONS, PLACED AS S-MSHOWN.I6 77"I 5.7- , �t /1}G14 FLG. EL. SWIMMING POOL WITH REINFORCED CONCRETE RECREATION AREA AROUND, PLACED AS SHOWN. (%% d�ayy 0 1i I SWIMkING POOL FILTER SYSTEM, PLACED AS SHOWN. O 0 I O r FENCE ENCLOSED DUMPSTER AREA WITH 5"THICK REINFORCED CONCRETE j V u_ 4 41>*- O 3-0•I I I 4 l \ I t 8•o SLAB, PLACED AS SHOWN. STAIRS, WALLS, AND SIGNS RELATED TO PERMINANT STRUCTURES, PLACED Za ` P I �- _J/ • /� I I— m j \ AS SHOWN. LLI _j CONCRETE WALKS, PLACED AS SHOWN. IZ I L__ BITUMINOUS PAVING WITH PAINTED STRIPING AND CONCRETE STOPS, O Q L,ii PLACED AS SHOWN. z W z 1 / Q P7 - PERVIOUS PAVING AS LOADING SPACE, PLACED AS SHOWN. O i 4.6' 4'I , s.�' 1 q ° �5.df I / --{— a 4 7 V W i t O \�t�j (I� I / II , _1. 9O• EXISTING MANHOLES WITH SURFACE ACCESS TO BE PROTECTED AND HAVE 0 W I fo S- d r r: 1 / _•,�� / ( RIMS ADJUSTED TO FINISH ELEVATIONS SHOWN. i.0 I „ N 10 SLIGHT DEPRESSIONS ALONG TO RESIST SPECTFIC.AREA STORM WATER • SI .b' 23="roa Sri' i ♦ �.oX1'•0" Q' J `O ' MOVEMENT. OF SWALE DEPRESSIONS ALONG TO ALLOW PERCOLATION, CONTAINMENT, AND Y O1Q MOVEMENT OF STORM WATER. AA SWALE DEPRESSIONS TO ALLOW CONTAINMENT AND PERCULATION OF STORM �Q 10 ' j WATER. mO X Lu p O i B-I-�__-_� '— 1, -- `�� / I I / ! , I I 13• HARD SURFACE FINISH ELEVATIONS SYMBOL. T a: { 5 �, ♦ ' i� f �.� 3, 4 14• SOFT SURFACE FINISH ELEVATIONS SYMBOL. •�L _: @ j `s 4.9) � r=a � r�� c�r� s •�.I ►, � / C..o / 7.S ' :' r � ! 9.a- `' •� •-- --- �_� �,I� �- ayes EXISTING SOFT SURFACE ELEVATIONS SYMBOL. DRAINAGE STRUCTURE TO ALLOW MOVEMENT OF STORM WATER. ttt 4-`9* R .7 7 / •�' I / ! 17 EXISTING CONCRETE HEADWALL TO BE PROTECTED. REINFORCED CONCRETE RECREATION AREA PLACED AS SHOWN. 1 r << r*lkMATCH LINE 5 19 BANK LINE AT LIMIT OF RIVER, DETERMINED BY LAND SURVEY. 1 20 COVERED REINFORCED CONCRETE RECREATION AREA, PLACED AS SHOWN. PAVING AND DRAINAGE 21 LANDSCAPED AND OR GRASSED AREA. 22 STREET OF BITUMINOUS PAVING, CONSTRUCTED TO REQUIRED SPECS. PAVING AND SITE PLAN - PART ' I DRAINAGE y' N SITE PLAN SCALE: I'� = 20-0"i LY a SEE NOTES THIS SHEET ; ,"�,' r IY .. w'� •--t••^s±..•^„•`T^, rya,cn�,,„ _' te' .�^"'"'._.-.7SPT"+ 777 ,.R:r•-•r^rvx ry fr,r-rcr.+r^�'...1�J.r'Lea ;•.rt•�. r. a. -w.•..-- t ". .. Y •}' 3.0= _ . ' X5.3" � .�. �.�• � 4.O1 I _ ,�{•% 1 -- '".�#4. -.- \, •�r O, t�� Q i� C3 �., t=omC_� ✓rte -- I ••ZS .-- I \ \ ( �— --� I • dS• 2.9 �° '_' to . ^"• a—_ -.a: >�a � �'� atri p L 1 y "1 " 1 i� • • I I. • • • • • • I • ' /O 'A 4. C21 -O " 1 u 1 - 111 I V' -o" b -o" ,. I I Owl t° ,I so 1 .. L • �• 5 I '• ' / I 6 G 1 I :w 1 \ 23:vr of \ 1 I II.Z. >�.. S.lo' z 5 0 3 I 3 I- E.L. S w ( I ISII I\ I I r W " jl-i I LL / h /4.0 4, 1 53' I V pl, _ 1 I OJ IIsi / 41I -i �) I i, 4 I — � LJ I I --- \� ��---- 3� —.—�1 ,� \, ' I ?0 3.4,7 / s•3. / �j i � t. 77- —� I / I I I 3'8' — �_ 3 4 7 0 � � 4,8 1 -. Ti / '1 J _ .� . 5-9 .4-�7 \ rF 2• / I s / I _ 84-o S _o" 2Ci-o" I2' o"`F2 9 1 (ls.o 1 _ II I t 0 ILL I to � / ,� � � ,� •:.:: 5 I. IZ I — Z- \ 01 I W o �— FIN. f�e• �. s,�, I i I a 3 W ui ( 2 v I I I II I a -y. . _ CO 'so 1 -----y µ -� bI/.1—OII %• `!2'_ �u ;I "1/ • .le L, — 4=10 10,-z7" /, { • ..•. 1f I \ I $ Xd m • �� •� I+\ \ 1 / - I � ' I � I I I I I / I 11 I I � ' T � �V4 3.7• ���: •4 d.l'I i �I � I I I I I .� ,. � � I I I i'— li' • • dMATCH - I ap} PAVING AND DRAINAGE u a j SITE PLAN = PART -' 2PAVING AND N r DRAINAGE v SCALE: 1113 201-Ou SITE PLAN SEE NOTES SHT. 3 y: f� � 1 7 , I• -;-Y; r..,+vrcu. rva,+as..a-....y.rr!•+.•e•n+}—e^'Cl, a!•-'•.•+r-sm.•..-..-....*'*'^v^'ws^r'=•-•Y�^r*•e.e*rt^r l; +r.t.•••.-.mSA. i,'f e7 , •"r;:..1 � .,.+,--. -: ,;...... ., ,.:.:. ,..-.. T+.'f!T`� ^-.....q-,.., .. .!",'. "`. _. .. .",rrt'^�..+p'.^q�ecm rrv••c•.•T..r.-.+....�,.,..—....__.._.--___- _t 1v - .. r. .� .. s a :.' .:.. ,_ :. ♦ . . ,, i, _ y.' , , ,r... 7 , ., .. .. , -. » f h t A 1 r<. a. v n ,u ...L. r. ., •_, T t •. ,.. i �s SV:'. .a .. t .. 'k, i ,.-a ... ! ., .. .., .. .. .. .. .- ,.. ....�• k ...n r ..,. a -.f : .:.:.,. ,,, v.. _ _ _. r .. 4 { J'.. S _ .., , . .. .. _. ,,.. :.\. _ ♦ H.' -. _ _ i. riot• {]}�: . _ _ R.. _ '1 .._.... LS YL. e' N4. _ ,,, « 4_ (;1, t. IL_ }'V •,v.,•.� . __. ._._v. ..__,AML. 2 ^Sw.. ., . . .r3i. _..4 .:'F. A. �.., ..-. t.> , h L ix AO • r t.. 9 .. .. a.'.+..,w._. . .l.-_, z_.-.. 0.... _.., c_..r-,. :.... _...,,_...h'm.,._,..S�L.a.�s...w...... .t. .i. ..... .. t... a.. ._ ,... .. _. _. > f 1 . , .'. t•._.ac:i•:.'...Y..�aL..D.�un,.rfa..,:6:z ,['" m _ ti. -.:-.h 1..3::.. 4 F ' I`�"T�-'h'e ��e�i6� tjll "reg, p-jo. v -E �War- rll" �hi�jf.b�GnrE .v►L..E L7 LOI IS G„►ff,L-.r�l...G/ �Hl,j. P� ,. !a rGfc I sk ------- - z.�H&-pL 1 4: �- � L.r. 6 � I •-t�clC. L �� %I f. irk"i r 1Ia !iGyre ..wLvtl:' y b G 7l_ Q��FHE•o powers LtrE4 ���� so • I 4 IL� , Y p l.. I ., jp,Y L _ .� """'�tt-J c.� 6"'4T, r+/., P? l•..Inl.ff. Llt.,c. rC. II•N+Lhci .'- ..� •Ob• IL+.-. a L/�6+ lei' rlir•I• l-I-'sR"1-x�a I,J. u.�... ? +7'ss r. s <• W000 ,M/ td0Wooto_ r'�-_ t4I s,.h gsl• L,. f.. -,1.i -- ----- - IommolNV. ,; R.co�cwT�-,.L,-s1� _ SPECIFICATI01�! NOTES r - �. ------------ O7 a raj \ ' a�'��,Pr-+ti=-1•�=r LnT*IcoL-IT'1rr� • Ia` I�+q.+. U.sa cmt 1 fof, ..y�.r� 4�''�T !O ! 1. MWATIOYS: '(1(P. ,1L1. LATtrtAt}'S I' r R �_ ALL ELEVATIONS REFER TO U.S. COAST AND GEODETIC SURVEY DATUM. 2 \ ®- i Ualcl.aGzwNo Cor �' 4-G 13 5-fi • i ' ty, `z 2. MANNHHOLES SHALL BE REINFORCED PRE -CAST CONCRETE PROPERLY W ALL •_r! f?Ic -- Il 4 I PLACED TO INVERT NOTED, AND STABILIZED, -WITH FRAMES AND COVERS 1 I \I ADJUSTED TO FINISHED ELEVATIONS J :.,e:� IL I1\ MANHOLE CONNECTIONS: -� R++r �r ivr •a.•1 aar ••-q •ia�l• I ••nab �• m.� •-ay oar ��• .�• .aal '+.. 1,r•�1 ..�• •mor I bad 11t- , ..r s:• I aal •.e• i _ • ` i 3. - - _ - - "' —�" -- — 0 ALL SEWER LINES WHICH CONNECT INTO A MANHOLE SMALL BE MADE A O ' �G ! d-w_WdLj& L�►.•+s•I�1s571� k�ra��3T�� G PART OF THE MANHOLE INVERT. g %xr�l�.d I I r �h.o51 h 4. SEWER PIPE: • Q1 3= 01 ALL SEWER PIPE SHALL BE SCH-40-PVC INSTALLED AND CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ' ' � - t • : Y f A ' 5. PIPE SUPPORT AND ALIGNMENT: 1 ALL PAL IPE SHL BE EVENLY SUPPORTED IN LINE TO SLOPES AND ELE- soft' VATIONS SHOWN AND NOTED. T W gq 6. CLEAN -OUTS: LL W.: V t I I I AL -L- T-lm''-''nl"1 G,�is pwe ,..N ALL CLEAN -OUTS SHALL HAVE THREADED REMOVABLE CAPS CAPABLE OF W ,qui F LL w RESISTING SURFACE ACTIVITIES OF LOCATION AREA, WITH CAP HOUSING 17wa" 1 I Lle �4t vIGL: I -- H N' AT FINISHED ELEVATION, SET IN A 411 THICK CONCRETE RING PROVIDING ., 1 FT. I nTe:�nL I I rr �� I i 6" OF CONCRETE ALL SIDES. rt I - Or- el _X5.7 1 7. PIPE SLEEVES: ... 1.2c. I s _1 - IN ALL CASES WHERE VERTICAL SHEAR LOADS COULD ACCURE PIPE SHALL ® .� I - AE IN NDA PIPE SLEEVE PROPERLY PLACED WITH APPROVED CLEARANCE �y + I cc WATER PIPE:1 ALL WATER PIPE SHALL BE SCH-40-PVC INSTALLED AND CONNECTED IN t ACCORDANCE WITH MENUFACTURERS RECOMMENDATIONS. ,z ------ I I 1 i¢17 �10" I"111 I aL>,.�aNc�t I I I 9. CONTROL DEVICES: .. I •� ISM k•+� r �e ��� _� 1 ALL FIRE HYDRANTS, VALVES, AND METERS SHALL BE PROPERLY PLACED AS SHOWN AND NgTED. b r1 10. CLEARANCES: I4 IN ALL CASES WHERE WATER -SEWER PIPE CLEARANCES ARE LESS THAN CODE A''. -JI __ O-_ - __--_--_ 1----�\\ I --)- REQUIRED, SEWER SHALL BE STANDARD THICKNESS CAST IRON PIPE WITH s ILJnrC'�O t' '� - ------ JOINTS iINCASE`D IN CONCRETE TOA DISTANCE OF 10' EITHER SIDE 7. OF CPOSSING POINT. 11. TESTS: V O !t" Z.0 0r+�IoI+Y Lrl+� THE CONTRACTOR SMALL BE RCSPONCdBLE FOR ALL MATER PURITY TESTS LL . . REQUIRED BY THE STATE BOARD OF HEALTH Z H j I-„Ctty�'�``' lift "T`j` 4Ej""`'� 12. CONSTRUCTION AND MATERIALS: I ��� - - _ "r •� _ i - j� ALL CONSTRUCTION AND MATERIALS SHALL MEET AS REQUIRED ALL SPEC- W Q '; J'.,U' I IIJ •'-4� - �'� I I i.ltic I"”' -a I I IFICATIONS, UTILITY COMPANY REQUIREMENTS, CODES AND OROERANCES O a a: T I j I INS �.82 THAT APPLY. ® Q a IN...o: 17 (" t.r�T.F, 13. CONDUCTORS: V I� I I I I u ALL CONDUCTORS SHALL BE SUITABLE FOR THE USE SHOWN AND INTENDED, W�� AND SHALL BE INSTALLED IN CONDUIT. co T I CONDUIT: U • 14 (� '• r ALL CONDUIT SHALL BE SCH-60-P.V.C. INSTALLED AND CONNECTED IN v �: Ge• j'� F'�RN�'►�i -- '- -- - -- ---- ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. i. isLL-.,l..ials.�. G.or�L t ti,. r l {. -G 9 rypc K, Ia,LL o5 �wM • Ia I Q i O a IS. DEVICES AND FIXTURES: Q Q Lt'. ' ' GL.ctlsNc�at7 �we� Lil,r t x. I a: , r .. ,r i 4 - , 1 1 a -"- n �% ALL DEVICES AND FIXTURES SHALL BE MANUFACTURED FOR EXTERIOR USE, M �C BE WATER AND/OR WEATHER PROOF AS REQUIRED. O . W C TYP 16. CONSTRUCTION AND MATERIALS: m • .. r o , n i - _ _Y___'i.M! t C'-_ •--------' I � I ALL CONSTRUCTION AND MATERIALS SHALL MEET AS R EQUIRED SPEC- IFICATIONS, UTILITY COMPANY RE UIREMENTS# CODES, AND �. O � o _ - �`--0-------------=-------�-�------�^ I I I LOCAL � �=- a r:.-., •�. •=�I ---- a ---- I I I ORDENAHCES THAT APPLY. o �' . y.0 ttJc�¢GapJ.Jv. G�+1cAIGToR I f I p� F -a �� e� I t—� i t--�' r-=1 rte• R� I t� to r=.=d l ' r 1 II G�".-i`'�le,sr' I-o`^'t,j' L'f.'st5�' ta•�•--•TIt✓•-I �..u��z .�•�+L6. rxr..,r, �,.,Y � - -7 MATCH LINE /) UTILITIEST 2IE PLAN - - PART - I - UTILITIES SITE PLAN - ., N , SCALE I'm 201-0", SEE NOTES SHEET- I , r 1 5 I 0to 1 4 �.- - — �_,, 1 �_ ' �f L�I✓e� 4 - *�Y6 L r Li r-Jk" Mi I ML IL Ab►�i�o�k-rl 1 C 1 r-•�r 1� I -05 0) 11 OZ dill d' A L - - - - - - - - - - - - - - - - - - - ILI Ur� l� e"::"tjA'ff&. A. -Ad. .�h�H`�'� 1 ! � `• . - j t -^' � � F� F. I Is 117 914 oil cdr k tXi 4* f ' � - 1�b 1 1 1 I� If I , , � , � `� I 4 � Sa •� �J ( ! � I , \ f � �0�� Iii `i ��{ /--;;, �I�,T sp.s•yI•�v�Nrol_e ,` I ; � -' •`` `•/ , I E��, L 1 .,rP tY �tW61'�+` S. LsH \ 3 ."T G P� lof4 I 0 ---------- Q4 Tf La 4, L I p - T, C --- -------- 102 -lit— SL I fife Air" jL . ......... . ------------ . 7=4-jte::� MATCH LINE ,UTILITIES. SITE PLAN PART - 2 SCALE -1 SEE NOTES,SHT.- I 79- u UTILITIES SITE PLAN I : I 0 cr. 0 LL z Z W 2 < 0 0 . M w 0 Z J w z 0 01 Aa a. W w 0 a 0 v4 0 O 0J w CO it N 0 0. c; LL M'a: cr. W Z LL w LL 10 — w z U) W JI 0 0 Ly. z w m 0 tr) YIS Al 79- u UTILITIES SITE PLAN I : I 0 cr. 0 LL z Z W 2 < 0 0 . M w 0 Z J w z 0 > Aa a. W 0 0 0 O w CO it 0 0 0. c; LL M'a: 79- u UTILITIES SITE PLAN I : I t 11 1- o l SECTION j -a f rvn PLAN DMI116GE DELA I N.T.S. 7 DRAINAGE DETAIL i N.T.S. TYPICAL WALK DETAIL 3 N.T.S. 3-4 7 NCFTE I FOR TRANSFORMER PAD REQ. SEE NOTE -18. \ i, a:., y t.�_ ^ f •�:�. ;iLr i' .r... ti. •(; . �. �,tr e.; r .Y „�` f. .fi.l��dr 6 PI L'LNAIL s N.T.S. 3-4 7 TYPICAL PAVING DETAIL 7 N.T.S. CONCRETE STOP DETAIL N.T.S. 3-41 'ERVIOUS PAVING DETAIL leio .T. S. 3- 4 I I i tj�t q�h"r t!r .iT ��iiC�}/t �`�'�2 ✓}.� ••'� \7,•i•. '�:.L-'�:�• .� ^,r.,�+. -. •Srv.r•,;-..p..j+...•� Iv \ - w L DRAINAGE DETAILI 1 RTS. 3-417 O \ DRAINAGE DETAIL12 2 N.T.S. - 7 SEE ATTACHED DRAINAGE C LCLILATIONS SITE LIGHT 13 67 TO BE SELECTED BY DEVELOPER 4 DETAIL 'VOTES lO. 4" THICK CROSS BROOM FINISH CONCRETE WALK WITH EXPANSION JOINTS AT 18' ON CENTER, AND TOOLED JOINTS AT 6' ON CENTER. 2O. EDGE THICKENED TO AS SHOWN AT PIPE EN(RYS WHERE SHOWN. 3O. 6" 0 SCH-40-P.V.C. PIPE WITH LENGTH AS SHOWN AND REQUIRED. 4O. EDGE THICKENED AS SHOWN. jO. ALINED AND WATER COMPACTED SOIL BASE TO ELEVATIONS SHOWN. 6O. SUB BASE COMPACTED TO 95t DENSITY AT OPTIMUM MOISTURE CONTENT. 7O 6" LIME ROCK BASE COMPACTED TO 980 DENSITY. 8O. 1" THICK BITUMINOUS PAVING CONSTRUCTED TO ELEVATIONS SHOWN. 9O. EDGE OF PAVING AND BASE TO BE CONSTRUCTED TRUE AND IN LINE WITHIN DIMENSIONS SHOWN AND NOTED. �0 REINFORCED PRE -CAST CONCRETE STOP, STANDARD SHAPE. 11. 5/8" 0 X 18"LONG DRIVEN IN TO MAINTAIN POSITION, TWO PER STOP. 12 PAVING BASE TO EXTEND 21' BEYOND DIMENSION SHOWN ALL EDGES NOT ADJACENT TO WALKS, CURBS, ETC. O3 PERVIOUS PAVING SHALL BE PROVEN MANUFACTURED PRODUCT PROPERLY PLACED AND SUITABLE FOR USE INTENDED. �4 BASE SHALL BE PREPARED AS REQUIRED AND RECOMMENDED BY PERVIOUS PAVING MANUFACTURER. (1�5 PRESSURE TREATED WOOD TIES AS LANDSCAPE BARRIER, PLACED AS SHOW`!. �6 SWALE GRADED IN LINE TO ELEVATIONS SHOWN AND PROTECTED AGAINST WASH AWAY WITH SOD OR SEED. 17 SWALE SHAPE AS INDICATED WITH ELEVATIONS AS SHOWN ON PLAN SHEETS 18. :CONCRETE TRANSFORMER PAD WITH 6X6 10/10 WWF, S12E AS REQUIRED HAS SECTION SIMILAR TO AS SHOWN ABOVE. 3-4[,7,) TYP. CONCRETE EDGE DETAIL N.T.S. 6 - Q / U J 6.w r 3 z W ® (L 3 t"°Y O ii _;; W f, O V .. W �j Q W • 1- o l SECTION j -a f rvn PLAN DMI116GE DELA I N.T.S. 7 DRAINAGE DETAIL i N.T.S. TYPICAL WALK DETAIL 3 N.T.S. 3-4 7 NCFTE I FOR TRANSFORMER PAD REQ. SEE NOTE -18. \ i, a:., y t.�_ ^ f •�:�. ;iLr i' .r... ti. •(; . �. �,tr e.; r .Y „�` f. .fi.l��dr 6 PI L'LNAIL s N.T.S. 3-4 7 TYPICAL PAVING DETAIL 7 N.T.S. CONCRETE STOP DETAIL N.T.S. 3-41 'ERVIOUS PAVING DETAIL leio .T. S. 3- 4 I I i tj�t q�h"r t!r .iT ��iiC�}/t �`�'�2 ✓}.� ••'� \7,•i•. '�:.L-'�:�• .� ^,r.,�+. -. •Srv.r•,;-..p..j+...•� Iv \ - w L DRAINAGE DETAILI 1 RTS. 3-417 O \ DRAINAGE DETAIL12 2 N.T.S. - 7 SEE ATTACHED DRAINAGE C LCLILATIONS SITE LIGHT 13 67 TO BE SELECTED BY DEVELOPER 4 DETAIL 'VOTES lO. 4" THICK CROSS BROOM FINISH CONCRETE WALK WITH EXPANSION JOINTS AT 18' ON CENTER, AND TOOLED JOINTS AT 6' ON CENTER. 2O. EDGE THICKENED TO AS SHOWN AT PIPE EN(RYS WHERE SHOWN. 3O. 6" 0 SCH-40-P.V.C. PIPE WITH LENGTH AS SHOWN AND REQUIRED. 4O. EDGE THICKENED AS SHOWN. jO. ALINED AND WATER COMPACTED SOIL BASE TO ELEVATIONS SHOWN. 6O. SUB BASE COMPACTED TO 95t DENSITY AT OPTIMUM MOISTURE CONTENT. 7O 6" LIME ROCK BASE COMPACTED TO 980 DENSITY. 8O. 1" THICK BITUMINOUS PAVING CONSTRUCTED TO ELEVATIONS SHOWN. 9O. EDGE OF PAVING AND BASE TO BE CONSTRUCTED TRUE AND IN LINE WITHIN DIMENSIONS SHOWN AND NOTED. �0 REINFORCED PRE -CAST CONCRETE STOP, STANDARD SHAPE. 11. 5/8" 0 X 18"LONG DRIVEN IN TO MAINTAIN POSITION, TWO PER STOP. 12 PAVING BASE TO EXTEND 21' BEYOND DIMENSION SHOWN ALL EDGES NOT ADJACENT TO WALKS, CURBS, ETC. O3 PERVIOUS PAVING SHALL BE PROVEN MANUFACTURED PRODUCT PROPERLY PLACED AND SUITABLE FOR USE INTENDED. �4 BASE SHALL BE PREPARED AS REQUIRED AND RECOMMENDED BY PERVIOUS PAVING MANUFACTURER. (1�5 PRESSURE TREATED WOOD TIES AS LANDSCAPE BARRIER, PLACED AS SHOW`!. �6 SWALE GRADED IN LINE TO ELEVATIONS SHOWN AND PROTECTED AGAINST WASH AWAY WITH SOD OR SEED. 17 SWALE SHAPE AS INDICATED WITH ELEVATIONS AS SHOWN ON PLAN SHEETS 18. :CONCRETE TRANSFORMER PAD WITH 6X6 10/10 WWF, S12E AS REQUIRED HAS SECTION SIMILAR TO AS SHOWN ABOVE. 3-4[,7,) TYP. CONCRETE EDGE DETAIL N.T.S. 6 - Q U J 6.w r 3 z W ® (L 3 ® O > _;; W I O W �j Q W • ©� 0 O/ f� LL ' Ol: ,A SITE DETAILS tl' { .. w .. ....:-,: . l.....: •,-,. t ' a,, fia. .. ,. .g -.i ,r r.l., ....., . ,...._., t. t...,, n✓ t :...�.� `v > i ''t S 1J r. ,t .,.., .,...... .. `r .• ... :._gip 1 Y t� �.FL1'K �:rT � str i AS REQUIRED _ S y 4 P14 - r Q 16 12. '�— 4 t v 13 2 12 r r aft • .. �/ is r ,f --_EI(LDINGSERIIG 5-�Io 4 TYPICAL CLEANOUT DETAIL I CURB CONNECTION NIS.HYDRANT VALVE DETAIL I 8 RTS. J Q � N.T.S. E N.T.S. , �k 15 W LL ., 4 16. 6 LL 15 f — - . HOUSE VALVE DETAIL s j w SECTION` 'awlN.T.S. DETAIL; NOTESFIRE AS �.� QUIREO, AND SIMILAR CONNECTIONS SFACINGZSTREETROR � • v} y 3 � I 6'— On SIMILAR PAVING. � '.r,L,; � r �• f O2. GATE,$JVALVE TO BE PROPERLY PLACED AND STABALIZED AS REQUIRED.. 4 6 AND SHOWN, WITH ACCESS HOUSING ADJUSTED TO FINISH ELEVATIONS 0 •_ 4 SHWOH, WITH COVER SUITABLE TO RESIST, SURFACE ACTIVITIES IN ` IFI I8 LOCATION AREA. ` (;.) ALL PIPING REQUIRING THRUST STABILIZATION 'SHALL HAVE CONCRETE •,a n' W v PLACED AS REQUIRED AND SHOWH:IN TYPICAL CONDITIONS SHOWN. ® l . — �•• 4 I Q O ACCESS COVERS SHALL BE NUMBEREC: IN A PERMINANT MANNOR, WITH ® ; t- is a NUMBERS RECORDED WITH USE;FJR FUTURE REFERENCE. 4; f■ • • STOP TO BE PROPERLY PLACED AS REQUIRED. AND SHOWN WITH 1 TO ; ® �}• ; • O'. 6 a 7 17 ��' 2�—Or �• THREADS EXPOSED. 0 OIRRIGATION WATER METER WITH STOP TO BE PROPERLY PLACED AS RE qq 5 QUIRED AND SHOWN. IRRIGATION WATER " T 6 / 4'-Qu THRUST BLOCKS 2 _ OI PEA GRAVEL TO BE PLACED AROUND AS SHOWN AND NOTED. r l { 5 6 8 N.T.S. 6p 3p •. V THREADED COUPLING STANDARD FOR USE SHOWN. N.T.S. v ]� LOCATION TO BE DETERMINED ,! oSHOWN- 6 �[� s I• 6 FLANGE COUPLING STANDARD FOR USE SHOWN. 10 DOMESTIC WATER METER^TO BE PROPERLY PLACED AS REQUIRED AND SHOWN. ® j, 3 YY a; ALL METAL TO P.V.C. CONNECTIONS SHALL BE BY THREADED CONNECTION 4 I6 PROPERLY EXECUTED. 4 I J 6FAWN* — O 12 TYPICAL P.V.C. SANITARY SEWER LINE SIZE AS NOTED. v° A 13 TYPICAL P.V.C. CONNECTOR SHAPES PROVIDED AS REQUIRED. SECTION 14. ACCESS CAP—HOUSING ASSEMBLY PLACED AT FINISH ELEVATIONS SNO'dN, 116.• Y' i 2 SUITABLE TO RESIST SURFACE ACTIVITIES IN LOCATION AREA. 15 HOUSE VALVE TO BE PROPERLY PLACED AS REQUIRED ANO SHOWN. I �; i 16 ACCESS MOUSING SET f0 FINISH ELEVATIONS, WITH COVER SUITABLE TO RESIST SURFACE ACTIVITIES IN LOCATION AREA. _.. 7 10 9 I I tia — 17 REINFORCED PRECAST CONCRETE MANHOLE SET TO INV. SHOWN, PLACED' '! t, WHERE ^� IB RIM SET TO FINISH ELEVATIONS SHOWN, ADJUSTED WITH MASONRY. 'T 'r CO (CRETE, MANHOLE DEs l 7 ' GATE 'VALVE DETAIL 3 NT.S. 5 xti"`.,•Y 5- g r aim 5-6 8 NT.S. ILS-1P N.T.S. L-L ` •t. ✓ F'r'Fc.. ,_ Jr' 2 ,yf.' /dry , � Il t �r.�elP'p:f"S••.,�r.p+fl+f•!.`i•e7.•�MNCF^e•R.Jt. f••e•�i,p -yt .� F r r i) - .. .;: �.�....w....m.enrx+nn4•ta•,narree.-artSSWRC^T�+:^,.p!E^i��.F�"."�.`�'L'Y'�I.. I:.. [