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HomeMy WebLinkAbout20160101 Ver 1_Site Plan_20160205 (3)NOTES: 1. THE PROPOSED WATERLINE EASEMENT IS 20' WIDE EXCEPT FOR THE AREA BETWEEN STA 4+15 AND 5+00 WHICH IS REDUCED TO 16' WIDE. 2. THERE IS A PROPOSED 10' WIDE TEMPORARY CONSTRUCTION EASEMENT (TCE) LOCATED ADJACENT TO THE EASEMENT TO ALLOW FOR CONSTRUCTION OF THE WATER LINE. THE TCE IS NOT LOCATED BETWEEN STA 4+15 AND 5+40. 3. THE WATERLINE INSTALLATION SHALL BE SCHEDULED DURING DRY WEATHER AND INSTALLED USING THE PUMP AROUND METHOD, SEE DETAIL SHEET. SAND BAGS WILL BE PLACED ALONG THE STREAM CHANNEL AND A PUMP WILL PUMP THE IMPOUNDED WATER AROUND THE WORK AREA. ONCE THE WATER LINE IS INSTALLED IN THIS AREA THE BANKS WILL BE RECONSTRUCTED AND THE SAND BAGS AND PUMP WILL BE REMOVED FROM THE WORK AREA. THE DISTURBED AREA WILL BE STABILIZED AND SILT FENCE WILL BE INSTALLED PARALLEL TO THE CROSSING. FUTURE CROSSING OF THE STREAM WILL NO LONGER BE ALLOWED. 4. VERIFY DEAD -MAN COLLAR BEFORE CONSTRUCTION. INSTALL IF NOT PRESENT. 5. THE TOWN OF APEX SHALL OPERATE ALL VALVES DURING CONSTRUCTION. 6. ALL RJDIP SHALL BE MECHANICAL JOINT STYLE; PERMA-LOK STYLE (GASKET) IS NOT PERMITTED. 7. ALL UTILITIES REMOVED FROM GRADE SHALL BE RETURNED TO THE TOWN OF APEX. 8. PROVIDE VALVE BOX MARKERS (CONCRETE) PER TOWN OF APEX DETAIL (600.15). 9. CLEAR ALL VEGETATION WITHIN THE PERMANENT EASEMENT BOUNDARIES AND GRUB STUMPS A MINIMUM OF 12" BELOW FINAL GRADE. S&E NOTES: 1. THE LIMIT F DISTURBANCE IS WITHIN THE COMBO SILT FENCE. PROPOSED SILT & TREE 2. CLEAR ALL VEGETATION,TREES, AND STUMPS WITHIN THE COMBO FENCE. PROTECTION COMBO FENCE 3. SEED AND MULCH AND OR MAT ALL DISTURBED AREAS. (TYPICAL) 4. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING ASPHALT AND CURB AND GUTTER. 5. PLACE SILT FENCE OUTLETS AT LOWEST POINTS ALONG THE SILT FENCE SO THAT WATER IS NOT TRAPPED WITHIN THE LIMITS OF DISTURBANCE. 6. THE CONTRACTOR IS TO MAINTAIN ALL MEASURES FOR THE LIFE OF THE PROJECT AND WILL BE REQUIRED TO ADD MEASURES IF CONDITIONS REQUIRE. TEMPORARY IMPACTS ZONE 1 BUFFER 1,032 SF ZONE 1 BUFFER WITH MITIGATION 1,016 SF ZONE 2 BUFFER 1,092 SF STREAM - LENGTH 16 LF STREAM - AREA 326 LF F ST. MARYS DEVELOPMENT LLC D.B. 8684 PG. 1290 PIN 0742-21-1229 O gyp. \JoIud Lake } Zone Alf PERMANENT IMPACTS WITH NO PERMANENT LOSS WETLAND 1 158 SF -T SEE GENERAL NOTE 3 AND - PUMP AROUND DETAIL ON DETAIL SHEET FOR WORK IN THIS AREA -- a a�a Ex. TOP OF BANK �` EC: ♦ bands �o x x x> I I I I I I I I PLACE CLEAN STONE TO ACCESS AREA. REPAIR C&G AS NECESSARY WHEN FINISHED TOWN OF APEX (B.M. 2015 PG. 58) \\ PIN 0742-20-2797 S rdan Lake �" _ -- ----� — \ x x Y�`, 2 '� — ,\\ MJ FITTING 45 DEGREE AIR RELEASE V \' -s neem _ _ � x �' ST .12 \�- r STA:6+48.30 P a ' ` .� ��� ne 2 \ MJ FfiTING AS NECESSARY O THE LAINO GROUP LLC --- >�-�' -- — a �, tX \ \ STA:4+95.47 Easement i �� X 10' Temp Constr T I I D.B. 12401 PG.1898 x ; v' T T �T T �- ?,,..-op PIN 0742114524c_- % xi ` 4 i t i �� Perm Easement - - \ . ^_ /� \ ,` ! , STA:5+40.34 20 TOA �� sem- MJ FITTING 45 DEGREE \ \ tl nds _ _ , I % 12 inch ductile iron KEEP EXISTING 12" THE LIMITS OF- -1—own of Apes 10' Temp Constr Easement DISTURBANCE IS STA:0+95.47_ ��� --�T r F-�,_��`- `, 16' TOA Permm E�ment \ >'v- 6+00 . X7+00 _ .+'tom �.� GATE VALVE. C � . \ C — f--= _— — — — — _ c < 22 000 SF _ T -"`-�-_�-- - _ Y1 PROPOSED 12 \ \ \ \ 20' TOA Perm Easement _- \ = T CONNECT \ \ \ \ \ \ \ \ \ \ it - �� v v"� <<; f �- - -� _ I ``� - R Ih 7 ay, 20' TOA Perm Easemen , T� T-_�.' / - V A\ V V A V A\ v v v, 12 inch ductile °n __ - i�.�---=` -� t �� �t of W w ��`� S EXISTING NCDOT R/W ) \ \ \ \ e .�0 i 1 k \ KEEP EXISTING J - \ - - r�' -� l e MJ FITTING 45 DEGREE 1/ �n ewalk . \ GATE � A.663.6 _ - VALVE AND 1+00 20 TOA Perm Easemen- - - _ - _ _ OF BA — — - e .._ w. np- — —� . T, — T�� Right of Way _ — --- -_ _ _ - NK } - - : -� -� - - _ NSER OA Ex. Back of Curb 1 — — ! / - OP- -- \ 1 j j f 41D -- _-- _—____— — — -- CL OF STREAM -- !\ TEMPORARY CONSTRUCTION ----- f' rr` ` P \ �1 }� I ' I �'l ' ! `_. i I \ --� ----- / SD -� ENTRANCE (SEE DETAIL 400.06) �� I \ ` _- _ -_- _ - _ - - _----- --- _ - -- --------- c3 - ----- -------- _ _ -__ ==- ----,- _-__- - -_ --=- 4----_--- - -- ffp Qment ,,n _ W W - - _ MJ FITTING 45 DEGREE - - - - - - - _ _ - _ -_ - e _ - - - - - - - - - - - `� Exand isting E' ROCK CHECK - 50' O.C. - to - s alt lsi =_ =-"; STA:0+24.74 = = _ _ = - - _ _ _ = ROCK CHECK DAMS - 100'O.C. ---- - - - - -- - Q . R DAMS \ i ----_ =-� ---v -_ - \ ,,- SILT FENCE OUTLETS--- (SEE_S� f 1 _ - - - - - DETAIL 400.05) 1 `_-_-- \ R PLACED AT LOW ---� \ 0 _,_ -. — — — — — � — — — — \ \ � Ex. iPARIAN BUFFER r� ,--- SS _-------- S.M1 \ \ 12"X8" MJ TEE & SLEEVE \ 12" GATE VALVE `sting Etc goo€ Pavem�t \ \ \ — — STA:0+06.98 `\ STA:0+11.46 ` \ \ `` POINTS OR PER - _ - - - - - - / - - \ \ ` \ \-��2----SS` \ \ \ \ _,r-- SS - -- - DRAWING (TYP.) (SEE -- - 20 OF WAY SS \(100 RIGHT ) \ \ /! DETAIL 400.05) \ \ \ \ e !Ly tea+ wusr \ \ \ \ SS \� SS SSS SS SS S� SS \ SS \ SS-- -B �\ SS \ \ \ i _Comm.Lin _ _ \ Under �d S� _- _- __ .�� _ --L — �r0 \�Om ; ExIs6g B \\\ \=.r•� I ��°���urr PgoT�f T UP -5� _ _© -- OP --- OP- _ =_ = - - -\_- _ _~ \- - OP:)P\-W --'� app —---- — — — _ _ - - -� J/� /�i/� \ —W � - ---Existing`,5 Sidewalk — - - - - Right f �- -- - _-- -- y \\�\\\\\\\ aM�°'�r� - J \ g o Way --t- t `-o-- — — — ; - - — - _ zz . i io l r ! , \ �� e , ;\� 1-soo-s�,9 END OF EXISTING 12" DIP WATER LINE 12" WL PROFILE 435 430 425 420 M rD O 415 410 405 400 395 SCALE 1:30 (H) 390 SCALE 1:5 (V) 0 30' 60' 385 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+50 7+00 435 F EXISTING 12" DIP I LINE 430 425 420 415 410 405 400 395 390 385 7+50 z _O U Z) c/1 z O U O L.L 0 W LuQ J W O z 1 z cry W Ifl z LL F- -ct W LL W O = M t/1 c� z z z �— W U zE O U F - ALL 12" WL SHALL BE RJDIP PER TOWN SPECIFICATION W -, PROPOSEDSEVAL ~ w z 1� PROPOSED 12" X 12" MJ - .. w O1= RELEASE VALVE --- - VE o O Lu G ~ Z TEE WITH 12" GATE VALVE w in o J Q Mz°1a EXISTING GROUND 2Ln = — \ Z z LL O m O END O w L� M: LL M: 0 W � w WATE 45' MJ FITTINGS' 11i Q 450 MJ FITTINGS U N }' Lu00 W =X = w CL N Q PROPOSED 12" RJDIP -- - 18" MIN_ WATERLINE - 718 LF z r ! EXISTING T A " SSL -EXISTING GRADE LL - ` v _ O ; CHECK FOR DEAD MAN; IF `� o TSTINUTOA 8" SSL NOT THERE, ADD ONE PER TOA DETAIL O. W � �" z } � O to D co O --- - -- REMOVE CAP AND CONNECT NEW 12" WL F o - (DEAD -MAN BLOCKING WITH (2) 5/8" THICK --------- - o g - RODS TIED BACK TO RJDIP FITTING. (TYP)) -- - - LL' O f \ ` 7 , W z " W . ' u i v _ -------- / \ Y W - r P 't N MJj FITTING AS NECESSARY -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+50 7+00 435 F EXISTING 12" DIP I LINE 430 425 420 415 410 405 400 395 390 385 7+50 z _O U Z) c/1 z O U O L.L 0 W LuQ J W O z 1 z cry W Ifl z LL F- -ct W LL W O = M t/1 W c� z z z �— W U zE O U F - o N W W -, z ~ w z 1� LL �C p,. .. w O1= U V)w o O Lu G ~ Z ^ vJ w in o J Q Mz°1a Ln 2Ln = — \ Z z LL O m O az w L� M: LL M: 0 W � w 000 11i Q _ U N }' Lu00 W =X = w CL N Q W z z �— W o CC U F - o N W W -, ob cv —j O 1� LL �C p,. .. w O X o O Lu G ~ Z J z 0 Mz°1a Ln 2Ln = z Z z O m O az .w L� M: LL M: 0 W � w 000 11i Q _ U N }' Ur W z z �— W o CC U oc Q W � cn U _ Q Ore cn � N Ln LL z Q O O Q G ~ Z Ln z J Mz°1a Ln 2Ln z zoQ w O az .w L� M: LL M: 0 W � Y 000 _U _ X }' Ur W =X = w CL Q Xw LLJ F- w u Z � N Ln LL z w =oho U N� O Q G ~ N V) Mz°1a d X Ol zoQ 0 CLZx L� M: LL M: 0 000 _U 1 1�1111IJJ, ti Wm a °° U NOFZ��