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2,12 GOODHUE STREET - ZONING 2 C�oodh ue s+ � �c 12 C-i pod h u-e 6t. / plans public S�ra�e r 4 i --- I , Ar ,,SED PUBLIC S e FAC H � SITE y ... avr LOCATION y �RO OSTOiv LOCATION eU �F ST NEI LqAl �F �lViT hIL499AC 1�11 ma R ST 5'C t O� S 0 LN S ER 00100j" OF OF OC, J � ' DOVE AVE o 133A CkS �,� NST � �'"''►� 2 1 12 GOODHUE S LOCATION MAPEC OF GWDHUE S S LOCATION MAP SCALE: 1" = 800' SCALE: 1" = 2000' C OF SAC S PREPARED FOR. f • .......................................................................................................................................... ......................................................_....-........................-..-._._.._....---.._._.........._..-..._.... ......................_................................_...._.--...-_....____.._.-..._........... ........................................................._....-...---._.........-...._.........................-_....................... ............................................................................................................................................ ............................................................._._.-...............-_..................................................._ ,. D U ........ © 077 . .......... ; _i..::,... ............................. ... ... r � 1 :�:cirr:F:ri::•i:i•i:�:ii(�::'.i}ii:i•i: :•i:•:i iii•:�: i ::_:;4:iii�i7:?rir:ii�? 1 PUBLIC STORAGE architecture & design PLANNING BOARD 701 Western Avenue, Suite 200 APPROVED Glendale, California 91201-2397 SITE PLAN Tel: 818 244-8080 PREPARED BY= CONTENTS FOR PERMITTING ONLY - NOT FOR CONSTRUCTION AL-1 ALTA/ACSM LAND TITLE SURVEY A2.01 EXTERIOR ELEVATIONS COn'1panleS DMA DEMOLITION PLAN A2.02 EXTERIOR ELEVATIONS SP-1 SITE PLAN ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE t GU-1 GRADING AND UTILITY PLAN EC-1 EROSION CONTROL PLAN LAND SURVEYING ENVIRONMENTAL SCIENCES ANALYTICAL SERVICES LP-1 SITE LIGHTING PLAN 355 RESEARCH PARKWAY LL-1 LANDSCAPE PLAN MERIDEN, CONNECTICUT 06450 DEVELOPER\OWNER: DN-1 DETAIL SHEET (203) 630-1406 701 WesteUBLIC rn Avenue Suite 200 (203) 630-2615 Fax Glendale, California 91201-2397 DN-2 DETAIL SHEET Tel: 818 244-8080 DN-3 DETAIL SHEET DN-4 DETAIL SHEET DN-5 DETAIL SHEET DATES 0 veo ISSUE DATE- 09-05-01 v No. �o� N REVISED- 01-16-02 rod ES RO CT 0 LL_ Q Y.� U THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES i GENERAL NOTES Site Benchmark Nail in Pole 1. REFER TO OTHER PLANS, DETAILS AND PROJECT MANUAL FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE Elev.=15.31' �Ny O� p � FIELD AND CONTACT THE SITE ENGINEER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS 0'R0� SO THAT APPROPRIATE REVISIONS CAN BE MADE. PRIOR TO BIDDING. ANY CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CONFIRMED P WITH THE LOCAL CONSTRUCTION MANAGER PRIOR TO BIDDING.2. THE / REVIEW AONDTAPPROV APPROVALALL PRIORUBMIT SHOP TO FABRIICATIIONO ORS OF ALL DELIVERY TOOTDHE SITE A A RIALS OW A MDINIMUM OF E 41FWORKIING DAAYSHFORWLOC REVIEW,PLAN SPCICATIONS TO TE ONER D SITE ENGINEER FOR �' e0s�0 ATION BU � NST 3. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION NOTES PROVIDED ON DETAIL SHEET DN-4. / / Fid Sr Companies 4. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDING. / '� �, ARCHITECTURE ENGINEERING 5. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER / OW STORAGE AREA �O��P �2 PLANNING IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. O�� '� LANDSCAPE ARCHITECTURE 6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE \ �� ] LAND SURVEYING ^0 REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE. ENVIRONMENTAL SCIENCES ` \ PROPERTY UNE IS CONTRACT CiQ ANALYTICAL SERVICES 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS CONSISTING OF BUT NOT LIMITED TO ! LIMIT UNE UNLESS OTHERWISE SC DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFCRMED TRAFFIC OFFICERS AS REQUIRED, ORDERED BY THE ENGINEER OR REQUIRED BY THE LOCAL / / SHOWN GOVERNING AUTHORITIES. \ END FULL DEPTH O n Q Q�� 355 Research Parkway Meriden, CT 06450 \ = �� 8. REFER TO DETAIL SHEETS FOR PAVEMENT, CURBING, AND SIDEWALK INFORMATION. CONCRETE CURB (203)630-1406 Sp, 30' SIDE YARD AT BUILDING CORNER P.� Z Q (203)630-2615 Fax \ � 9. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL rR / SETBACK INSTALL 15'x50' PAINTED O� DEVICES. SIGNS SHALL BE INSTALLED PLUMB WITH THE EDGE OF THE SIGN 2' OFF THE FACE OF THE CURB. / SFS NT LOADING AREA AND BOLLARDS A q eqc rqR / J (4" SWL 2' O.C. AT 45-TO 10. THE CONTRACT LIMIT IS THE PROPERTY LINE UNLESS OTHERVIVISE SPECIFIED. END GRANITE CURB AND \\ BUILDING AS DEPICTED) J,� NST 11. OSHA REGULATION MAKE IT UNLAWFUL TO OPERAS CRANES, BOOMS, HOISTS, ETC. WCONCRETE WALK. MATCH END FULL DEPTH CONCRETE WITHIN TEN (10) FEET OF ANY ELECTRIC LINE UNDER 50KV. IF EXISTING CURB REVEAL AND \ / \ CURB AT TRASH ENCLOSURE CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO E_ECTRIC LINIE(S), CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. WALK WIDTH INSTALL 34'x15' CONCRETE PAD LOCATION MAP 12. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF PAINT MIXTURE PRIOR TO STRIPING. 13. PAVEMENT MARKING KEY: T�LANDSCAPED -_ INSTALL TRASH ENCLOSURE (SEE DETAIL) / AREA �> \ SCALE: 1" = 800' 4" SYDL 4" SOLID YELLOW DOUBLE LINE �/ / END FULL DEPTH CONCRETE 4" SYL 4" SOLID YELLOW LINE \ CURB AT TRASH ENCLOSURE 4" SWL 4" SOLID WHITE LINE 12" SWSB 12" SOLID WHITE STOP BAR � � \ SNOW STORAGE AREA 14. PARKING SPACES SHALL BE STRIPED WITH 4" SWL; HATCHED, AREA SHALL BE STRIPED WITH 4" SWL AT A 45' ANGLE, 2' ON CENTER. HATCHING, SYMBOLS, AND STRIPING FOR HANDICAPPED SPACES SHALL BE FAINTED YELLOW. OTHER MARKINGS SHALL BE PAINTED WHITE OR AS NOTED. 15. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, OR LANDSCAPED AREAS DISTURBED DURING \ CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER AS APPROVED BY THE LOCAL CONSTRUCTION MANAGER. \ W 16. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THE OWNER AT THE END OF END ORNAMENTAL FENCE / INS PAINTED STOP SIGN WW CONSTRUCTION. AT FACE OF BUILDING / N � �� SEE DETAIL F AVEMENT 17. ALL CONSTRUCTION SHALL COMPLY WITH PUBLIC STORAGE CORPORATION, THE CITY OF SALEM AND ITS TRAFFIC DEPARTMENTS STANDARDS AS ! � O STRUCTURE S CIFICATIONS / SPECIFICATIONS. FOR ALL PA AREAS ON SIE�� W 18. THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS REQUIRED BY GOVERNMENT PAINTED WHITE DIRECTIONAL ARROW (TYP.) / INSTALL 450±: LF. ORNAMENTAL FENCE (TYP.) (� AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN DOT AND CITY OF SALEM PERMITS FOR / (INCLUGN CANTILEVER AND PERSONNEL GATES) WORK WITHIN ROAD RIGHT OF WAYS, INCLUDING MASSACHUSETTS DOT PERMITS AND SEWER AND WATER CONNECTION PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OFr / U m INSURANCE, AND PROVIDE TRAFFIC PROTECTION NECESSARY FOR THIS WORK. sn,q •� 49 3 \ SQ W Q (W 19. EXISTING BOUNDARY TOPOGRAPHY IS BASED ON DRAWING ENTITLED "ALTA ACSM LAND TITLE SURVEY RFq \ W Z PROPERTY OF E.M.H. REALTY TRUST / CLAYMAN REALTY LIMITED PARTNERSHIP; DATED 1/17/01 BY BARAKOS-LANDINO SURVEY, INC. C �® El K W �... Z � - W Q 20. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND •(D -- NSTAL' KEYPAD WITH BOLLARDS APPROVED BY THE OWNER, PUBLIC STORAGE INCORPORATED, SITE ENGINEER, AND APPROPRIATE REGULATORY `N 2 !F_rR CANTILEVER GATE (SEE DETAIL) W W CT AGENCY PRIOR TO INSTALLATION. r ,� / / INSTALL PERSONNEL GATE Q 21. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATiCN INCLUDIN: TITLE COMMITMENT INFORMATION TITLE COMMITMENT INFORMATION h, TITLE COMMITMENT RECORDING STATUS�RMTITLE RECORDING STATUS ON �� o � REFERENCE NUMBER REFERENCE DESCRIPTION ON PLAT COMMITMENT DESCRIPTION Y cRo C5 � �O� EXCEPTION 5 DOC. 229657 NOTICE AS TO DISPOSAL OF HAZARDOUS WASTE NOT PLO17ABLE REFERENCE ON PLAT C: REFERENCE NUMBER EXCEPTION 6 DOC. 254459 STREET LINES EXCEPTION 5 10401/201 SPECIAL PERMIT BY THE CITY OF SALEM BOARD OF APPEAL TO OWN AND OPERATE A NOT PLOTTABLE N PLAN BK 262 ORDER OF TAKING FOR STREET LAYOUT BY THE DEPARTMENT OF PUBLIC WORKS PLOTTED AS PER LAYOUT A BOAT STORAGE AND SERVICE BUSINESS eDST SITE PLAN 30 STREET LINES Companies ON LOCATION LEASE FROM AMERICAN HIDE AND LEATHER TO THOMAS O'KEEFE NOT PLOTTABLE EXCEPTION 6 10449/7 ORDER OF TAKING FOR STREET LAYOUT BY THE DEPARTMENT OF PUBLIC WORKS FOR ALTERATION EXCEPTION 7 DOC. 5768 PLOTTED AS PER LAYOUT ARCHITECTURE `FR PLANNING OF THE STREETLINE ALONG BRIDGE AND GOODHUE STREETS. ENGINEERING $T C-) REFERENCE: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 0022-1977 (B) (DATED: JANUARY 25, 2001 �c ORDER OF TAKING OF A TEMPORARY EASEMENT FOR GRADING PURPOSES BY THE DEPARTMENT LANDSCAPE ARCHITECTURE Gj O��P o i16� o p\ EXCEPTION 7 DOC. 324021 OF HIGHWAY EXPIRED OCTOBER 1998. DOES NOT AFFECT ' y> y LAND SURVEYING m Q �° ENVIRONMENTAL SCIENCES REFERENCE: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 0022-1977 DATED: DECEMBER 18, 2000 ANALYTICAL SERVICES Concrete Il CLQ sC �� o� Ap�� GENERAL NOTES Meriden, ch Parkway 355 Research Parkway c, a UTILITY INFORMATION (203)630-1406 �P a � GAS: WATER: 1. NORTH ARROW AND BEARINGS REFER TO THE MASSACHUSETTS STATE PLANE (203)630-2615 Fax n tC COORDINATE SYSTEM AND ARE BASED ON PLAN REFERENCE A. �95 / Z, KEYSPAN ENERGY SALEM WATER DEPARTMENT/DEPT. PUBLIC WORKS Site Benchmark 201 RIVERMORE STREET 5 JEFFERSON AVENUE 2. ELEVATIONS AND CONTOURS ARE BASED ON CITY OF SALEM DATUM r Nail in Pole WEST ROXBURY, MASSACHUSETTS SALEM, MASSACHUSETTS 01970 E/ev.=15.31' (617) 742-8400 (978) 744-33(02 (MEAN LOW WATER DATUM). 0� ASKS N o TELEPHONE: SEWER: 3. LOCATIONS BASED ON FIELD SURVEY BY BL COMPANIES ON DECEMBER 19-21, 2000. 00Iron Pin (Set) VERIZON-NEW ENGLAND SOUTH ESSEX ,SEWER DISTRICT / 6 185 FRANKLIN STREET 50 FORT AVENUE 4. PROPERTY IS LOCATED IN FLOOD HAZARD ZONE A (AREA OF 100-YEAR FLOODING) LOCATION MAP P p • 6r sf BOSTON, MASSACHUSETTS 02107 SALEM, MASSAICHUSETTS 01970 AND FLOOD HAZARD ZONE C (AREA OF MINIMAL FLOODING) AS DEPICTED / '>ie I \°� (800) 870-9999 (978) 744-4550 ON F.I.R.M. COMMUNITY-PANEL NO. 250102 0001B DATED: AUGUST 5, 1985 8 FLOOD ZONE LINE DEPICTED IS BASED ON GRAPHIC PLOTTING FROM F.I.R.M. MAP. SCALE' 1" = 800' V� : / / / \� ?8ELECTRIC: CABLE: / MECO \ 4._ Co. MASSACHUSETTS ELECTRIC ATT BROAD BAND 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY LINE TABLE �/ #552 I\ .0 a,54e 55 BEARFOOT ROAD 28 TRAVIS STREET INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES BULK AREA REQUIREMENTS \ _ . 90 S�, NORTHBOROUGH, MASSACHUSETTS, 01532 ALLSTON. MASSACHUSETTS, 02134 THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN ��' 8� �e 4'e.1 ePf (800) 322-3233 (617) 787-6616 THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES LINE BEARING LENGTH o� ` 0''�9 y NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION: 2 & 12 GOODHUE STREET L1 S 65'-16-34 W 6.50' / / �� \ \ LOCATION INDICATED THOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE SALEM, MA L2 N 19'-03�27" W 10.831 O '/ \ °Gnao \ FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED L3 N 23'-57-51 W 53.71 a►t9 I O ��o THE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONFIRM THE LOCATION ZONE: BPD BUSINESS PARK DEVELOPMENT) L4 N 29'-08-19 W 35.64 °wr; / // Ur \ n�e OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF EXCAVATION. - 1 R I _ ENTRANCE CORRIDOR OVERLAY L5 N 28' 33-57 W 23.15 L6 N 26'-56'-36" W 21.17 LEGAL DESCRIPTION L7 N 5F-W-11" E 2.66' 0�; io� Ls N 24•-31'-30" w 1.47' ��:�•�°QQ a . ITEM REQUIREMENTS � �' �ry 1 \ N/F 12 GOODHUE STREET HENRY A CLA YUAN & GEORGE S. CLAYMAN CEL 1 MINIMUM LOT AREA 40,000 S.F. �bo /\ \ 32 20` TRUSTEES OF H & G REALTY TRUST PAR � 32 o / \ \ 9)8� 13yF TAX PARCEL WESTERLY BY GOODHUE STREET ONE HUNDRED FORTY-FOUR AND 48/100 (144.48) FEET; MECO Deterlorofed Asphalt/ MINIMUM LOT WIDTH 150' \ \ ca #551 Gravel Pavement Surface \\ NORTHERLY BY LAND NOW OR FORMERLY OF JULIE HELBURN ET AL THREE HUNDRED FORTY-ONE W MINIMUM FRONT SETBACK 50' / V \ \ AND 63/100 (341.63); / ¢, Q' IN, t'�ee PARCEL AREA / o� J \ EASTERLY AND W MINIMUM SINORTHERLY DE SETBACK 30' BY A CANAL ABOUT TWO HUNDRED TWENTY-SIX (226) FEET; MINIMUM REAR SETBACK 50' #2 GOODHUE STREET 22,083 SQ. FT. 0.507 ACRES ;;Qo / /��` , // �o°a o� N/F �� 12 // EASTERLY BY 11iE WESTERLY LINE OF BRIDGE STREET ONE AND 14/100 (1.14) FEET; W #12 GOODHUE STREET 102,311 SQ. FT. 2.349 ACRES / �"� / E CLAYMEN REALTY LIMITED PARTNERSHIP / MAXIMUM BUILDING HEIGHT 50' Al°i a% ` / SOUTHEASTERLY BY THE NORTHWESTERLY LINE OF BRIDGE STREET NINETY-THREE AND 03/100 (93.03) z 0 TOTAL 124,394 SQ. FT. 2.856 ACRES c �`O BK. 132.2 PG. 577 \ FEET; AND �. W ` MAXIMUM LOT COVERAGE 45% ? CEGB / ❑ Wood Post AREA- ,, \ a W / Dec. Outlet 311 W; SQ.FT \ \ \ SOUTHWESTE'LY FORTY (40) FEET; AND � _ 0 L7 TF=13.23' 102, / .., Bot. Sump=9.4' OR 2.349± ACRES \� \ Q \ ` \ TO.W. SOUTHERLY THREE HUNDRED FIFTY AND 43/100 (350.43) FEET BY LAND NOW OR FORMERLY OF LL.. � (f) o TAX PARCEL 15-300 \ 11,91 THE AMERICAN HIDE AND LEATHER COMPANY. O Q � Q f� \ Q ""` Parcel 3 per \ ALL OF THE SAID BOUNDARIES ARE DETERMINED BY THE COURT TO BE LOCATED AS // �ET&T """ DATED MARCH 1 RED 496-A, DRAWN BY THOMAS A. APPLETON, SURVEYOR, Q cc PLAN REFERENCES / 14 '¢ Title Commitment \\ 12X SHOWN UPON PLAN NUMBERED 4 913, AS MODIFIED AND APPROVED BY THE COURT, FILED IN THE LAND _ -- \ Drill Hole (Set) REGISTRATION OFFICE, A COPY OF A PORTION OF WHICH IS FILED WITH ORIGINAL J 2 Q r A \ \ . Conc �T.o.w. CERTIFICATE OF TITLE #1441 IN SAID REGISTRY. n- W W THE COMMONWEALTH OF MASSACHUSETTS PLAN OF ROAD IN THE CITY OF SALEM, // L5\ \ - \ 135 11,62 ESSEX COUNTY, ALTERED AND LAID OUT AS A CITY HIGHWAY BY THE DEPARTMENT �; o� / \ / ' 14� \ x Pad PARCEL -J W Z Z OF PUBLIC WORKS; Scale: 1"=40'; DATED: MAY 9, 1990 AND RECORDED IN PLAN o�Q / o` \� -_ / "'•--...3¢�?�� \ 140 Q V _ ""` �D \ SOUTHEASTEi,LY BY BRIDGE STREET ONE HUNDRED EIGHTEEN AND 86/100 (118.86) FEET; Qco r / t......,...:........... ee°J Deterlarated Asphalt/ \ Q BOOK 262 AS PLAN 30. _ MH B. L.C. PLAN #4496-A DATED MARCH 1913 AND FILED WITH ORIGINAL CERTIFICATE OF CLCB // L4 6 Co water 7_� ��. _ // '. \ Grovel Pavement Surface `� t4.6x SOUTHWESTERLY BY LOT A, AS SHOWN ON PLAN HEREINAFTER MENTIONED, SIXTY-THREE AND 92/100 N TITLE #1441 / / oive Inv=10.2'(Outtj_ 95'"- \ (63.92) FEET; AND TF=14.40 / In v=10.7'(ln)4" Pvc 60 IN, °; Q C. L.C. PLAN #3989-B DATED JANUARY 1919 AND FILED WITH ORIGINAL CERTIFICATE �' // -_ - MECO Deter/orated Asphalt/ \\ oN 1128 NORTHWESTERLY ONE HUNDRED FOURTEEN AND 56/100 (114.56) FEET; AND J OF TITLE #2708. a St. MH 550 MECO Grove/ Pavement Surface ..._........ .: a♦ TF=1422': o #5510-1 - "'" """" - �\ �� NORTHEASTERLY FORTY40) FEET BY LAND NOW OR FORMERLY OF AMERICAN HIDE ANVD LEATHER D. L.C. PLAN #3989-C DATED SEPTEMBER 25, 1958 AND FILED WITH CERTIFICATE OF Filled wSilt / _--� o COMPANY. TITLE #27914. C6 ' J \ ft*�)' I i ALL OF SAID BOUNDARIES ARE DETERMINED BY THE COURT TO BE LOCATED AS SHOWN E. SITE PLAN OF LAND IN SALEM MASS., SCALE:1 =30; DATED: JANUARY 4, 1990; .Q �I i UPON PLAN NUMBERED 3989-B, DRAWN BY THOMAS A. APPLETON, SURVEYOR, DATED PREPARED BY HAYES ENGINEERING, INC. Q) .w I - JANUARY 1919, AS MODIFIED AND APPROVED BY THE COURT, FILED IN THE LAND L3 / Eesti I ` \oo 1i si REGISTRATION OFFICE, A COPY OF A PORTION OF WHICH 15 FILED WITH ORIGINAL / Brick9 One Sfo� l CERTIFICATE OF TITLE #2708 IN SAID REGISTRY AND THE ABOVE DESCRIBED LAND IS J 390 3T /\ ' 1? Goo ph ding �' / Fk%stln T0.w. SHOWN AS LOT B, ON LAST MENTIONED PLAN. l /# dhue 9 One °� ........ 1212 I I \ FFF 140, Sheet / W°0016, %/ Stay V PARCEL 3 LEGEND r� o �' L2 . B\Aprar� \�74� / 'E-,2 d 9 x T.o.w. V / 6 i` 125 12.06 BEGINNING AT A POINT ON THE WEST BANK OF THE CANAL WHERE THE SOUTHERLY ,,.,,,.....,,,....,,,..- -... V / Gran. Mon \ / Pale 1t 2°8 LINE OF LAND NOW OR FORMERLY OF CASS AND DALEY INTERSECTS 'THE SAME; Property Line Q No - x THENCE SOUTHERLY BY THE CANAL NINETY-TWO AND 91/100 (92.91) FEET MORE OR W Water Line L o (Fd) �\ /� / 12.6 TO..w. LESS; THENCE WESTERLY THREE HUNDRED FORTY-ONE AND 27/100 (341.27) FEET ° G Gos Line �c %/ ~ o / I( lznr MORE OR LESS TO GOODHUE STREET; THENCE NORTHERLY BY GOODHIUE STREET ss� \ , MH \ v` SEVENTY-NINE AND 46/100 (79.46) FEET TO AN ANGLE; THENCE CONTINUING BY - j F: \ TF=14.91 ' T Telephone Line �' / y 88,6 6�3 I GOODHUE STREET, THIRTY-EIGHT AND 94/100 (38.94) FEET TO AN ANGLE; THENCE 41 ° o� 3 � S L.C. Plan ,dt4496-A 0 STILL CONTINUING BY GOODHUE STREET, FORTY-SIX AND 65/100 (46.65) FEET MORE E E Electric Line ,, o c� o / ` _ 0.,, �-/ 126 PLANNING I G 8©ARD OR LESS TO THE POINT OF INTERSECl10N OF THE SOUTHERLY BOUNDARY OF SAID _ - Overhead Wires ¢, /`` �� Io / - _ Grease Trap Parcel 1 er °j LAND OR FORMERLY OF CASS AND DALEY WITH GOODHUE STREET; THENCE EASTERLY E QQ�;� / Title Comm/ment h BY SAID SOUTHERLY BOUNDARY LINE THE LAND NOW OR FORMERLY OF CASS AND O O O Chain Link Fence o •� / / !� N APPROVED 0 •��` / h 1340 DALEY THREE HUNDRED THIRTY-ONE (331) FEET MORE OR LESS TO THE POINT OF - N 0 0 o Wood Fence BEGINNING. .. f Utility Pole a / ?/ / h SITE PLAN2 GOODHUE STREET a Utility Pole W/Light / �� o�' NET&T Lot 2 N 6;1 12. I V% oc #390-2 l L. Plan X1:3989-C 1 Sl Defwforoted Asphalt/ NORTHEASTERLY BY LOT B, AS SHOWN ON PLAN HEREINAFTER MENTIONED, FIFTY THREE AND 86/100 a 0 Light Pole w Riser + �� #2 Goodhue Street ��12, ?6"f Grovel Pavement Surface ': 11 (53.86) FEET; ' c� CB El Catch Basin / y� / °�� v -CLCB Vacant Land 1363 0 HUNDRED FORTY TWO AND 61 100 242.61 FEET, o a 0 MHO Monho% C1� / I TF-12.95. Cl SOUTHEASTERLY TWO / ( ) / , I Bot. Sump=6.9 N/F 1990 Layout " ' r°; Ya ON A CURVING UNE FORTY AND 39/100 (40.39) FEET, AND ® Cleanout V (Filled w/Water),,: STEPHEN W. HALEY TRUSTEE "' Parcel 2 per SOUTHERLY vn \ , See Plan Ref A ❑- Title Commitment \ -� H rant / 48 \ _ _QF THE E.M.H. REALTY TRUST 12 I SOUTHWESTERLY ONE HUNDRED THIRTY TWO AND 15/100 (132.15) FEET BY LOT 1, AS SHOWN ON SAIDLA a, I. owc Water Gate �� / w/Riser \\ __8_CnTp _ CLCB = PLAN; AND w o° N x cc Gran. Mon TF-12.31' W NORTHWESTERLY o Gas Gote e, \ CERT. N0. 59700 DOC. N0.-250130` '.. '""' --- � r.o.w. BY LAND NOW OR FORMERLY OF THE AMERICAN HIDE AND LEATHER COMPANY, TWO � �- Sin (Fd) =101'-161-45" \ AREA- _-- In v. _ 13.91 HUNDRED TWENTY NINE AND 37/100 (229.37) FEET. Z R=30.00 \ CCB a N I 114 56;.............. / _ _ 22,083 SQ.FT. L=53.02 TF-13.67' tCCB E N ,.� ,. CLCB 0 SAID RE BE WN V ' ,� Parcel B ALL F S BOUNDARIES A DETERMINED BY THE COURT TO LOCATED AS S 0 / C=S'$9'-38'-58" W Inv=9.4 0R 0.507 ACRES TF=13.53 = I CCB ; I TF=12.71 ,. UPON PLAN NUMBERED 3989-C DRAWN BY THOMAS A. APPLETON, CIVIL ENGINEER, Surveyed S.R./J.T. In L.C. Plan ,{3989-B TQ1 DATED SEPTEMBER 25, 1958, AS MODIFIED AND APPROVED BY THE COURT FILED IN y 46.39' _ sh N Inv=4.3 o rue , ' -.... TAX PARCEL 15-301 ( TF:..1309 L , A COPY OF A PORTION OF WHICH IS FILED WITH Drawn J.M. Cron, Mon r- - 1990 Layout Inv--8,2THE I N o CERTIFICATE OF TITLE27914IN SAID REGISTRY, AND THE ABOVE DESCRIBED LAND IS Checked J.M. II '. (Fd) 223,25 Chain Link Fence \ 71.20' Mon. L=45.69 f / ��s \ _ _ Conc. _ _ _ a n° SHOWN AS LOT 2, ON LAST MENTIONED PLAN. roved J.M. O - - ��s - - ron Conc Wolk �e,Q` APP y II / Conc;Walk S 39'-01 -08 W 294.45 Total Concrete Conc Walk P MECO 591a / c Scale 1"=30' Granite Curb 12 cp Apron -_ -=i= ___ - - - _ 0/7 c'��r - Rc - -- - -' - St MH Granite Cur work rill Hole Project No. 00c862 - - -- � _ __ o { °' O \ '° �-St MH 30 Rcp - 36 Rcp.. q -- - - -_ __ _�-_ (Set) a% Date 1/17/01 TF=1298' 0 ............. St MH y4` % 7F=1.3.56' Bo t. Sump-S..O r....,.. / T o.w. . SURVEY CERTIFICATION_ i„ 7F=12.89' \ CAD File aIc86201 ON ��oj/ Bot. Sump-5.6' v Bot. Sum -4.T 14.66 T-. -- aNil Fd p- s 3s o1'-08' w 1990,Layout Baseline ,,,,, O ( ) f `.., I CERTIFY TO PUBLIC STORAGE, INC. AND/OR ITS ASSIGNEES AND CHICAGO TITLE Field Book 274 - _ �L Bross PI u Fd -57 1e ve 24" Sanitor �/ _i - 0�Boned \\ e ) INSURANCE COMPANY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS �j� - ,,- Imo_ 57 Sleeve 24 Sanitary - _\� -_ 2 S S reetlrne BASED E MADE IN ACCORDANCE WITH 'MINIMUM STANDARD DETAIL REQUIREMENTS _ - _ 0 ►+� " - _ - _ _ _- FOREALTA ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTEDBY ALTA, Title - - WER " nito y 8" Water / -- 8 Water 1 - - - _ ..1� -- AGSM AND HSPS IN 1999, AND INCLUDES ITEMS 1-4, 6-11(a), AND 13 OF TABLE A 24 So r G E 6" HP Gas -i / E 'er - --_ _ xe THEREOF. ALTA/ACSM `= ��,�° LAND TITLE / Granite Curb i / pl;� Granite C r _ - Po/e . - . - '� p O \\ �` PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, HSPS AND AGSM o No # // dol# 90 CERTIFIES 11 a Abe //590 5910 ''' \\ Q AND IN EFFECT ON THE DAIS OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERT( SURVEY D,n�(� �" 5??9 r w/ Riser # Nail (Fd) THAT THE PROPER FIELD PROCEDURES, INSTRUMENTATION, AND ADEQUATE SURVEY St. 135+47.85= _' Bo to \ ,ERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE St. 5+54.68 (Goodhue St.) /j A=16'-46'-44" aro „� P�IA OF 91.1Ss iJTLINED IN THE "MINIMUM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS FOR �y°o R=337.001 #592 n%/e �, JENNIFER MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND Sheet No _ Bridge Street (Route 1071 �° L=98.69 s. U�b \,\ .�� JE1ARKS °a to C=S 47'-24-30 W MARKS SURVEYS". lo'��9 98.38' yAG°S u 038712 �� N (Public - Variable Width) .�s ccAL-1 O,el321�a a A D: SIGNED: �"�' x 30 15 0 30 60 '��sURVti'4 JUNFER MARPNO. 38712 SCALE: 1" = 30' X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES I �- DEMOLITION NOTES 1. ALL BUILDINGS INDICATED BY SHADED HATCH PATTERN ON THIS PLAN ARE TO BE DEMOLISHED AND REMOVED BY CONTRACTOR FROM SITE. REMOVE ALL FOUNDATION WALLS AND FOOTINGS. CONTRACTOR SHALL SECURE ANY PERMITS, AND PERFORM DEMOLITION AND DEBRIS REMOVAL WORK AS DIRECTED AND WHEN DIRECTED BY PUBLIC STORAGE CORPORATION. ALL DEMOLITION DEBRIS SHALL BE REMOVED BY THE CONTRACTOR TO AN APPROVED OFFSITE LANDFILL. Site Benchmark 2. ALL SEDIMENT AND EROSION CONTROLS IN EACH PHASE SHALL BE IN PLACE PRIOR TO START OF DEMOLITION Nail in Pole Elev.=15.31' Companies AND CLEARING AND GRUBBING, PER SOIL EROSION, AND SEDIMENT CONTROL PLAN (EC-1). I' ARCHITECTURE 3. DOMESTIC WATER SERVICES, AND LATERALS SHALL BE TERMINATED AS SHOWN ON THE GRADING AND UTILITY REMOVE EXISTING ENGINEERING PLAN (GU-1), AND THE MAIN LINE SIDE SHALL BE PROPERLY CAPPED AND RESTRAINED. ALL TERMINATION FOUNDATION REMAINS PLANNING POINTS AND METHODS SHALL BE TO WATER AUTHORITY STANDARDS. ACTUAL WORK SHALL BE INSPECTED AND LANDSCAPE ARCHITECTURE WILL REQUIRE APPROVAL OF THE THE CITY OF SALEM TO BE CONSIDERED COMPLETE. LAND SURVEYING 4. ANY DOMESTIC GAS SERVICES SHALL BE CAPPED AND SERVICE LINES PURGED OF RESIDUAL GAS IN ENVIRONMENTAL SCIENCES ACCORDANCE WITH THE GAS COMPANY REQUIREMENTS. WORK TO DONE BY THE GAS COMPANY AT THE MAIN I AL SERVICES CONNECTION. CONTRACTOR SHALL REMOVE ABANDONED PIPES AND INSTALL BACKFILL ON SITE. \ 5. BITUMINOUS DRIVEWAYS AND BITUMINOUS PARKING LOT SHALL BE REMOVED TO LIMITS INDICATED ON THIS / \ 355 Research Parkway PLAN: ALL STOCKPILED MATERIAL NOT TO BE REUSED SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE. Menden, CT 06450 (203)630-1406 6. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF SITE LANDFILL. EXISTING CHAIN LINK FENCE, (203)630 2615 Fax FENCE POSTS AND GATES 7. CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS REQUIRED AROUND SITE PERIMETER TO / BE REMOVED (TYP.) 8. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. 9. THE CONTRACTOR SHALL PREPARE ALL MANIFEST DOCUMENTS AS REQUIRED PRIOR TO COMMENCEMENT OF \ DEMOLITION. 10. THE CONTRACTOR TO VERIFY LOCATIONS AND EXISTENCE OF UTILITY SERVICES PRIOR TO DEMOLITION OR / \ CAPPING. THE CONTRACTOR SHALL ARRANGE AND COORDINATE WITH UTILITY COMPANIES AND THE CITY OF \ SALEM MUNICIPAL AUTHORITY FOR WORK TO BE PERFORMED BY UTILITY COMPANIES. THE CONTRACTOR SHALL REMOVE WOOD POST, ELECTRIC OUTLET AND / PAY ALL UTILITY COMPANY FEES FOR ABANDONMENTS AND REVISIONS. ASSOCIATED WIRES PER LOCAL UTILITY COMPANY REQUIREMENTS �. 11. BACKFILL DEPRESSIONS, FOUNDATION HOLES AND REMOVED DRIVEWAY AND PARKING AREAS WITH APPROVED \ GRAVEL FILL SOIL MATERIAL AND COMPACT, FERTILIZE, SEED AND MULCHI DISTURBED AREAS NOT SUBJECT TO FURTHER SITE CONSTRUCTION. BUILDING FOUNDATION TO BE BACK FILLED IN 8" LIFTS WITH APPROVED GRAVEL FILL COMPACTED TO 95% MINIMUM DRY DENSITY PER ASTM D1557. EMPLOY WATERING EQUIPMENT FOR DUST VERIFY STORM SEWER LOCATION ON SITE SAND CONTROL. REROUTE IF NECESSARY TO AVOID CONFUICTS / \ 12. THE DETAILED PLAN ABOVE MAY NOT REFLECT ALL UTILITIES ON THE PROPERTY OR SURROUNDING STREETS. WITH PROPOSED SITE REDEVELOPMENT / THE CONTRACTOR SHALL CALL "DIG SAFE" AT 1-888-344-7233, 72 HC)URS PRIOR TO THE BEGINNING W CONSTRUCTION OR DEMOLITION AND SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT W OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED. ANY UNKNOWN IUTILIIIES SHALL BE REVIEWED WITH THE SANITARY MANHOLE AND CLEAN OUT \ PROPERTY UNE IS CONTRACT LIMIT APPROPRIATE UTILITY COMPANY AND PROJECT ENGINEER. TO BE REMOVED PER LOCAL MUNICIPAL / LINE UNLESS OTHERWISE SHOWN ;TED ON REQUIREMENTS. CONNECTION TO OR REMOVAL OF \ U) IND) 13. THE CONTRACTOR SHALL ARRANGE FOR AND INSTALL TEMPORARY UTILITY CONNECTIONS IF C ASSOCIATED SANITARY SEWER TO BE DETERMINED PLAN OR AS REQUIRED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR INSTALLATION AND PAY BASED ON ITS CONDITION AND PROPOSED / \ W UTILITY COMPANY FEES. SANITARY SERVICE LOCATION. v IF SANITARY SERVICE IS NOT TO BE USED. THE Q 14. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT CONTRACTOR SHALL REMOVE ONSITE SANITARY AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL LATERAL PIPING AND CUT AND PLUG LATERAL AT ANY AND ALL EXISTING PAVEMENT STRUCTURE LOCATED WTHIN SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO PROPERTY LINE WITH NON-SHRINK GROUT. / SITE SHALL BE SAWCUT AT THE PROPERTY LINES AND REMOVED m L BIDDING TO DETERMINE THE EXTENT OF SERVICE PIPING TO BE REMOVED), CUT OR PLUGGED. THE CONTRACTOR REGARDLESS OF TYPE OR CONDITION 0r SHALL PAY ALL UTILITY CO. FEES FOR ABANDONMENTS AND REVISIONS. (SEE DEMOLITION NOTE #15) jUj1 UTILITY POLES AND ASSOCIATED OVERHEAD MARES / W Z 15. THE EXISTING PAVEMENT MAY BE USED IN FILL AREAS, EXCEPT UNDER THE PROPOSED BUILDING AREA AND TO BE REMOVED PER LOCAL UTILITY COMPANY IN AREAS OF SELECT FILL, IF SCARIFIED TO 3" AND SMALLER AND AS APPROVED BY THE ENGINEER. REQUIREMENTS 16. THE CONTRACTOR SHALL PROVIDE DISCONNECT NOTIFICATION TO THE CITY OF SALEM MUNICIPAL AUTHORITY / LJJU) U AND ALL UTILITY COMPANIES AT LEAST THREE WEEKS PRIOR TO BEGINNING DEMOLITION. All , D W W 17. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING r Q� � / Q (n CONSTRUCTION AND DEMOLITION. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, ETC. SHALL BE RESET BY A � •� LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 18. THE CONTRACTOR SHALL CUT AND REMOVE AT LUMINAIRE LOCATIONS ANY PROTRUDING TO 24" / EXISTING CHAIN LINK FENCE ALONG C BELOW GRADE. THE CONTRACTOR SHALL REMOVE ALL CABLE AND CONDUCTORS FROM REMAINik" ;OHTING OR �® / NORTH RIVER CANAL TO REMAIN O OTHER CONDU'TS TO BE ABANDONED. `1� •`� / W 19. THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP' EROSION CONTROL MEASURES IN PLACE �`� / / U Q J UNTIL THE COMPLETION OF HIS WORK OR UNTIL. THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER OCCURS FIRST, AS REQUIRED OR DEEMED NECESSARY BY THE ENGINEER. THE SITE CONTRACTOR <J U N O C0 SHALL ASSUME RESPONSIBILITY FOR THE 'MAINTENANCE OF EXISTING ERCOSION AND SEDIMENTATION CONTROLS AND FOR INSTALLATION OF NEW EROSION AND SEDIMENTATION CONTROLS AS PER T,IP. SEDIMENT AND EROSION O `G J CONTROL PLANEC-1 , AT THAT TIME. v W ( ) / 00 20. THE CONTRACTOR IS RESPONSIBLE FOR SECURING A DEMOLITION PERMIT FROM THE CITY OF SALEM BUILDING W O DEPARTMENT AND MUST FURNISH THE REQUIRED INFORMATION AND MATERIALS AND PAY ALL FEES. Q �`�. / N Q 21. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES [FOR PROTECTION OF VEHICLES AND PROTECT MONUMENT \ � / 101-PEDESTRIANS CONSISTING OF BUT NOT LIMITED TO DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED (SEE DEMOLITION NOTE #17) O U TRAFFIC MEN AS REQUIRED OR ORDERED BY THE ENGINEER OR REQUIRED BY THE LOCAL GOVERNING \ / AUTHORITIES. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES AND PEDESTRIAN WALKWAYS AT ALL TIMES UNLESS WRITTEN APPROVAL FROM THE CITY OF SALEM TRAFFIC DEPARTMENT IS GRANTED. `J 22. THE PROJECT DRAWINGS ARE GENERALLY DIAGRAMMATIC IN INDICATING THE PRESENCE OF EXISTING REMOVE 12t' CURB // W �-- REMOVE BIT. APRON UNDERGROUND UTILITIES. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND FIELD SURVEY AND IS NOT GUARANTEED / \ W CORRECT OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES CONTRACT LIMIT UNE / EXISTING CHAIN LINK FENCE. I"""' AND INCLUDED SERVICES. WHEN THE UTILITIES ARE TO BE LEFT IN PLACE, THE CONTRACTOR SHALL PROVIDE �\ FENCE POSTS AND GATES Z ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING THE EXCAVATION AND BACKFILLING OPERATIONS. AROUND SITE PERIMETER TO 23. THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE CONCRETE SLAB. / / \ BE REMOVED (TYP.) REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL HANDLING MANHOLE AND GREASE TRAP TO BE REMOVED / REMOVE AND DISPOSE OF BUILDINGS, INICLUDING CONTRACTOR IN STRICT ACCORDANCE WITH STATE REQUIREMENTS. PER LOCAL MUNICIPAL REQUIREMENTS. / \� ^ BUT NOT LIMITED TO WALLS, ROOFS, SLABS, CONNECTION TO OR REMOVAL OF ASSOCIATED ` J FLOORS, FOUNDATIONS, PIPES, INTERIOR FIXTURES, 24. OSHA REGULATIONS MAKE IT UNLAWFUL TO OPERATE CRANES, BOOMS, ETC. WITHIN 10' OF ANY ELECTRICAL SANITARY SEWER TO BE DETERMINED BASED ` 1 DOORS, WINDOWS, INTERIOR AND EXTERI1OR STAIRS, LINE UNDER 50KV. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRICAL LINES) CONTACT POWER ON ITS CONDITION AND PROPOSED SANITARY STEEL FRAMING, ETC.. (ALL HAZARDOUS COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. SERVICE LOCATION. IF SANITARY SERVICE IS MATERIALS TO BE REMOVED AND DISPOSED OF NOT TO BE USED, THE CONTRACTOR SHALL 25. THE CONTRACTOR SHALL REPAIR PAVEMENTS IN PUBLIC RIGHT OF WAYS AS REQUIRED BY LOCAL GOVERNING REMOVE ONSITE SANITARY LATERAL PIPING I ACCORDINGLY AND BY A LICENSED HANDLER) NO AND CUT AND PLUG LATERAL AT PROPERTY SALVAGE SHALL BE PERMITTED UNLESS PAID TO AUTHORITIES AND THE STATE DUE TO DEMOLITION AND PIPE REMOVAL /ACTIVITIES. LINE WITH NON-SHRINK GROUT. PUBLIC STORAGE AS CREDIT 26. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS OR LANDSCAPED AREAS DISTURBED DURING DEMOLITION TO THEIR ORIGINAL CONDITION OR BETTER TO THE I SATISFACTION OF THE LOCAL MUNICIPALITIES. EXISTING PIPING TO REMAIN 27. EXISTING WELL AND SEPTIC TANKS/ABSORPTION AREAS SHALL BE ABANDONED AND REMOVED PER THE \ MASSACHUSETTS DEP AND HEALTH CODE REQUIREMENTS. PROTECT MONUMENTS - - - - - - - -- - - - 28. SEE LANDSCAPE PLAN FOR CLEARING AND GRUBBING LIMITS. (SEE DEMOLITION NOTE #17) w U z Q) w EXISTING CATCH BASINS Ln `V N'°�I'`�V BOARD AND ASSOCIATED STORM SEWER TO BE REMOVED REMOVE 35f' GRANITE CURBo_ AND STOCKPILE FOR REUSE r" a) `a w CONTRACT LIMIT LINE o � CONTRACT IJMIT LINE APPROVED o SITE PLAN Z UTILITY POLES TO BE PROTECTED Designed C.A.F. DEMOLITION LEGEND DURING CONSTRUCTION (T`I'P.) Drawn C.A.F. REMOVE CONCRETE APRONS Checked S.N. Bridge Street (Route 107) PROTECT MONUMENT Approved R.A.L. (SEE DEMOLITION NOTE f17) Scale 1"=30' REMOVE EXISTING BUILDING (Public - Variable Width) Droject No. 0OC862 Date 09/05/01 CAD File dmc86201 Title GRAPHIC SCALE Demolition 30 15 0 30 Plan SCALE IN FEET 0 N cD Sheet No. X x FOR PERMITTING ONLY CN o _1 C� DM NOT FOR CONSTRUCTION1� X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES Will: 1$f -- _ GRADING AND UTILITY NOTES Site Benchmark Nail in Pole Elev.=15.31' 1. SEE SITE PLAN FOR ADDITIONAL GENERAL NOTES 2. THIS DRAWING IS INTENDED TO DESCRIBE GRADING AND DRAINAGE ONLY. REFER TO SITE PLAN FOR GENERAL INFORMATION, AND DETAIL SHEETS FOR DETAILS. 3. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO LANDSCAPE PLAN / AND EROSION CONTROL PLAN FOR LIMIT OF DISTURBANCE AND NOTES. / Companies 4. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. / / ARCHITECTURE ENGINEERING 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AILL NECESSARY PERMITS REQUIRED BY GOVERNMENT AND LOCAL AGENCIES PRIOR TO \ PLANNING CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL (NECESSARY PERMITS FROM THE LOCAL MUNICIPALITIES REQUIRED TO PERFORM ALL REQUIRED WORK. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL LANDSCAPE ARCHITECTURE NECESSARY FOR THIS WORK. LAND SURVEYING ENVIRONMENTAL SCIENCES 6. FILL WITHIN FORMER BUILDING FOUNDATION SHALL BE CHECKED BY TEST PIT AND PROOF-ROLLING. SUBGRADE SHALL BE FORMED WITH / \ PROPERTY LINE IS CONTRACT ANALYTICAL SERVICES REMOVAL AND REPLACEMENT OF FILL, IF NECESSARY AS ORDERED BY THE GEOTECHNICAL ENGINEER. LIMIT LINE UNLESS OTHERWISE / \ SHOWN 7. THE CONTRACTOR SHALL COMPACT FILL IN 8" MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM 355 Research Parkway DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. Menden, CT 06450 (203)630 1406 8. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES FOR REVIEW AND APPROVAL PRIOR TO (203)630-2615 Fax DELIVERY TO THE SITE. ALLOW 14 WORKING DAYS FOR REVIEW. �. 9. CORRUGATED POLYETHYLENE PIPE (HDPE) AND FITTINGS SHALL BE SOLID TYPE S WITH A SMOOTH INTERIOR WALL BY RANCOR "HI-Q°, OR ' \ EQUAL, WITH SNAP AND SPIN-ON COUPLINGS, AND MEET THE REQUIREMENTS OF ASTM 405, F667, AND AASHTO M294. ' 10. POLY VINYL CHLORIDE PIPE (PVCP) SHALL HAVE BUiILT-IN RUBBER GASKET JOINTS. PVCP SHALL CONFORM TO ASTM D-3034 (SDR 35) / WITH COMPRESSION JOINTS AND APPROPRIATE FITTINGS. PVCP SHALL EXISTING STORM SEWER TO BE BE INSTALLED IN ACCORDANCE WITH THE DETAIL; ASTM-D2321 AND MANUFACTURERS RECOMMENDED PROCEDURE. REROUTED AROUND PROPOSED BUILDING FOOTPRINT IF REQUIRED. \ 11. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. EXACT LOCATION OF REROUTED i \ PIPES AND STRUCTURES TO BE 12. THE CONTRACTOR SHALL COMPACT THE PIPE BACKFILL IN 8" LIFTS ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL DETERMINED IN FIELD. / BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. STORM SEWERS MAY BE PLACED PRIOR TO PLACING FILL. 13. UNDER DRAINS SHALL BE ADDED, IF DETERMINED NECESSARY IN THE FIELD BY THE OWNER/ENGINEER, AFTER SUBGRADE IS ROUGH GRADED. METER INSTALLATION AND fl �SERVICE CONNECTION TOE MADE PER LOCAL GAS � \ / 14. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., A5 REQUIRED FOR PIPE CONNECTIONS TO BUILDING STUB OUTS, � INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. COMPANY REQUIREMENTS 14.34 / 5 15. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN, SET ALL EXISTING MANHOLE RIMS AND VALVE COVERS w TO BE RAISED OR LOWERED FLUSH WITH FINAL GRADE .AS NECESSARY. SANITARY CONNECTION TO BE TC-_14.95 14.13 w MADE PER MUNICIPAL REQUIREMENTS BC-14.45 2=14.85 =15.35 16. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, OR LANDSCAPED AREAS CONNECTION TO ON-SITE SANITARY 14.24 DISTURBED DURING CONSTRUCTION, TO IT'S ORIGINAL CONDITION OR BETTER. SEWER SYSTEM MAY BE ALLOWED UPON VERIFICATION OF ITS CONDITION AND / TC-15.00 U)CAPACITY. 17. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE CITY uF SALEM AGENT PRIOR TO THE START OF IBC=14.50 WORK ON THE SITE. w 18. PROPER CONSTRUCTION PROCEDURES SI-ALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO PREVENT THE SILTING CB-3 14X0 CB-4 / 0 OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES FOR SOIL EROSION AND SEDIMENT POLLUTION CONTROL. IN ADDITION, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE "EROSION G 1} ICAL AND / co CONTROL PLAN" CONTAINED HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL �, / G TC=14.32 3 �Eq SERVICE N CON [: m MUNICIPALITIES, WHICH WOULD GUARANTEE THE PROPER' IMPLEMENTATION OF THE PLAN. n,� r BC=13.8 ( , �! C' 14.7 5 MH-5 v w Q w 19. ALL SITE WORK, MATERIALS OR CONSTRUCTION, AND CONSTRUCTION METHODS SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AND Z APPLICABLE SECTIONS OF THE MASS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS. ALL FILL MATERIAL UNDER STRUCTURES AND PAVED / CB-2 ` G LNE 2 1 .75 LINE 6 w Z AREAS SHALL BE LOAD BEARING FILL" (COURSE AGGREGATE #2A), AND SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENT OF THE C/, _ _ _ _ _ 3 / Q MASS HIGHWAY DEPARTMENT, UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER. COMPACTION SHALL BE 95% MAXIMUM ' ` MODIFIED PROCTOR DENSITY PER ASTM D 1557 AT 3 PERCENT OF OPTIMUM MOISTURE. q ��O / S / 0 �! C� w w cn TC=15.15 14.85 w Q ` BC=14.65 ` M W \1 / 6" PVC SANITARY LINE J i(J = �- Q i Q0 (S=1.OX MIN.) W Q (n V 14.4 / O O W ,+ �- O STORM STRUCTURE CHART Q� 15.05 (n (� = W FIRE AND DOMESTIC WATER _1 5.00 C8_ / NC) J LINES TO BE CONNECTED C=4.4.50 U T O Q PER MUNICIPAL REQUIREMENTS / \ Q O (n ALL CB's ARE TYPE "C" UNLESS STATED OTHERWISE TO MAIN IN GOODHUE STREET 14.90 /� CB-1 CB-2 CB-3 CB-4 14.5bM�. BC=140 M Z (3 U _ TF=13.72 TF=13.50 TF=13.78 TF=13.25 CONTRACT LIMIT LINE '� Q O INV=10.22 OUT INV=9.67 IN INV=8.91 OUT INV=8.37 OUT / 8' D.I. FIRE SERVICE TC-14.65 ��° LL N O INV=9.42 OUT INV=8.91 OUT 2- DOMESTIC SERV(cF BUILDING A 14.45 BC=14.15 ^ W TYPE 'K" COPPER PROPOSED 3-STORY L•L Z / TC=14.90 P�BLIC STORAGE FACILITY U CB-1 BC=14.40 FIRST FLOOR 30,212 SF MH-5 (6' DIAM.) CB-6 CB-7 WQS-1 (STC-900) / 15.00 \90,636 SF TOTAL TF=14.00 TF=13.50 TF=13.25 TF=13.00 U INV=7.95 IN (12") INV=7.17 IN INV=6.66 IN INV=6.28 IN / 14.40 �F,�.E.=15.00 Ld 1 W INV=7.71 IN (15") INV=7.17 OUT INV=6.66 OUT INV=6.19 OUT 14.50 00 W INV=7.46 OUT (18") cS .Q \\\� \ TC=14.90 15.00 Sb w I BC=14.40 W � Z 1,500 SF OFFICE 13.50 15.00 15.00 CB-7 8 �\ WOS-, LA[� I t G BOARD STORM PIPE CHART - - - - - _ - - � LINE 10\ APPROVED TC=13.53 LINE I.D. STRUCTURE TO STRUCTURE PIPE LENGTH PIPE SLOPE SIZE & TYPE BC=13.03 TC=13.59 SITE p•� Existing Troffic Signal CONTRACT LIMIT LINE BC=13.09 J G Y 1 CB-1 TO CB-2 110 LF 0.50% 12" HDPE EXMH-1 R 2 ROOF DRAIN TO CB-2 80 LF 12" HDPE 0.50% TF-, NEW INV.IN -6.14 3 CB-2 TO CB-3 64 LF 0.80% 15" HDPE (� 4 CB-3 TO MH-5 150 LF 0.80% 15" HDPE - w 5 CB-4 TO MH-5 28 LF 1.50% 12" HDPE a- ;. ........... Z 6 ROOF DRAIN TO MH-5 80 LF - 0.50X 12" HDPE o .... ......... 7 MH-5 TO CB-6 58 LF 0.50% 18" HDPE 8 CB-6 TO CB-7 102 LF 0.50% 18" HDPE � N 9 CB-7 TO WQS-1 76 LF 0.50% 18" HDPE o ..... ....._......... ......... ... ...... 10 WQS-1 TO EXMH-2 28 LF 0.50% 18" HDPE CONNECT ELECTRICAL AND °' CO COMMUNICATION SERVICES w O° Bridge Street (Route 107) PER UTILITY COMPANY REUIREMENTS TO POLE X591 0 z (Public - Variable Width) Designed C.A.F. Drawn C.A.F. Checked S.N. Approved R.A.L. Scale 1"=30' GRADING AND UTILITY LEGEND Project No. 0OC862 Date 9/5/01 CAD File guc86201 100 PROPOSED GRADE It Z'ROPOSED STORMWATER QUALITY STRUCTURE Title 100.00 PROPOSED SPOT GRADE GRAPHIC SCALE Grading And X s s s PROPOSED SANITARY SERVICE 30 15 0 30 oo Utility Plan U PROPOSED STORM SEWER X W w - w PROPOSED WATER SERVICE SCALE IN FEET 0 PROPOSED INLET G G G PROPOSED GAS SERVICE >_ Sheet No. X PROPOSED MANHOLE E E E PROPOSED ELECTRICAL/ FOR PERMITTING ONLY oo COMMUNICATIONS SERVICE m GU -1 NOT FOR CONSTRUCTION X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES i { a• e• 1. SET POSTS AND 2. ATTACH FILTER FABRIC SOIL/AGGREGATE STOCKPILE OF EXCAVATE A 6"X6" TO THE POSTS POSTS TRENCH, SET POST SILT AND EXTEND IT TO EXISTING SITE MATERIAL 70 BE DOWNSLOPE. FENCE THE TRENCH. REUSED AND/OR NEW MATERIAL TO BE INSTALLED IN -HE WORK Site Benchmark ANGLE 10' e S�JS JS Nail in Pole UPSLOPE FOR Elev.=1,5.31' STABILITY AND yJ, SELF CLEANING e 100' e DIRECTION OF RUN-OFF FLOW (TYP.) Companies 12" MIN. //\/✓ / /\ N / �� e� ARCHITECTURE DEPTH ENGINEERING 1.NOALS EXISTING EXCAVATED MATERIAL WW PLANNING THAT IS NOT TO BE REUSED IN THE LANDSCAPE ARCHITECTURE LAND SURVEYING WCRK IS TO BE IMMEDIATELY REMOVED / 5 FROM THE SITE AND PROPERLY ENVIRONMENTAL SCIENCES DISPOSED OF. / \ ANALYTICAL SERVICES 3. BACKFILL THE TRENCH AND \ 2. SOI L/AGGREGATE STOCKPILE SITES TO COMPACT THE \ BE WHERE SHOWN ON THE DRAWINGS. 355 Research Parkway EXCAVATED SOIL. �" PROPERTY UNE IS CONTRACT y UMIT UNE UNLESS OTHERWISE Menden, CT 06450 SF 3. RESTORE STOCKPILE SITES TO SHOWN (203)630-1406 PRE-EXISTING PROJECT CONDITION AND / / \ (203)630-2615 Fax COMPACTED BACKFILL RESEED AS REQUIRED. SF � S F SF 3' 4. STOCKPILE HEIGHTS MUST NOT / EXCEED 35'. STOCKPILE SLOPES MIST \ SILT FENCING BE 2:1 OR FLATTER. f \ D RN BOTTOM A G E WA Y 5 �S ��N/��/�� /%�� MATERIALS STOCKPILE INSTALL SILT FENCE (TYP.) / �\\ ��\\\\ OC DETAIL LOCATION OF TEMPORARY �� 4 SOIL STOCKPILE N.T.S. BLEC-006 y �� /� � ti SURROUND STOCKPILE WITH B A / �� HAYBALES OR SILT FENCE \ o I A Nq /y SF ELEVATION POINTS SHOULD BE HIGHER THAN POINT "B". / W PLAN VIEW � - � 15 �'' IN, W SILT FENCE BARRIER S°.M w Oo0�0�0 2S Mi �N R N.T.S. CTEC-003 \ O OoOoOd N D,p� Oq�S Q Oo0o0o0a / / 8" MINIMUM OD 0o 0o 0o IM OoOo0o0a � r / U I— m 111 14 1 / WW co 2" NOMINAL �O r y W Z CRUSHED STONE (MIN.) q•'�, / d �'� M Q FILTER FABRIC ��v` / INSTALL HAY BALES OR SILTSACKS / W U T AT CATCH BASINS (TYP.) / v W W < 1" REBAR FCR BAGN 0 — — — — — — — — REMOVAL FROM INLET ANTI-TRACKING PAD a / O W - \ O N.T.S. CTEC-001 VJ = W _ p Q� �� U N J O cn EXPANSION RESTRAINT 1 4" NYLON Q O ROPESILTS ACK 3' O 2"x2"x3/4" ® \ CONTRACT UMIT UNE r , Z RUBBER V BLOCK / '� O � y U rip- W bc �\ 4 DW H 1 NOTE: REGULAR FLOW = 40 GAL./MIN./SF o I Z HIGH FLOW = 200 GAL./MIN./SF > ° D D D ° ti N IW PLANNING 8U' RD D Li � INSTALL ANTI-TRACKING PAD (TYP.) APPROVED S ITE P LAN 4111 SILTSACK DETAIL N.T.S. BLEC-005 Existing Traffic Signal CONTRACT UMIT UNE w U R cn Z N w 2"X4" WOODEN STAKES DRIVEN MIN. OF 12" INTO THE GROUND N CATCH BASIN o L co > o w0 — WOODEN o .-- WOODEN LATERAL CROSSof CATCH BASIN BRACES AS NEEDED o / �� o _Q �� d z Bridge Street (Route 107) (Public - Variable Width) Designed ned C.A.F. FLOW FLOW FLOW Checked S.N, FLOW „ r , Approved R.A.L. FILTER FABRIC - /AE7r Q =Z7I' Project No. 0OC862 TUCKED 6-12 Scale 1"=30' INCHES INTO ,� II III I I II III 1 1 GRADE Date 9/5/01 ANCHOR EACH BALE WITH TWO CAD File ecc86201 2"X2"X3'-0" STAKES EROSION CONTROL LEGEND Title SILT FENCE INSTALLATION AT HAY BALE FILTER INSTALLATION AT GRAPHIC SCALE Erosion CATCH BASINS AT LOW POINTS CATCH BASIN AT LOW POINTS SF SILT FENCE (CLEARING LIMITS) 30 15 0 30 3 Ln cc Control U STORMWATER INLETS WHICH DO NOT DISCHARGE TO SEDIMENT TRAPS OR BASINS, MUST BE PROTECTED r _1111 HAY9ALES/9LTSACKS X Plan UNTIL THE TRIBUTARY AREAS ARE STABILIZED. L _P SCALE IN FEET SEDIMENT MUST BE REMOVED FROM INLET PROTECTION AFTER EACH STORM EVENT. o N Lo ANTI—TRACKING PAD (STONE CONSTRUCTION ENTRANCE) � Sheet No. x CATCH BASIN EROSION CONTROL SM SHEET DN-4 FOR NARRATIVE AND NOTES FOR PERMITTING ONLY c N.T.S. BLEC-012 m EC —� NOT FOR CONSTRUCTION X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES &, �� " I GENERAL NOTES 1. CONDUCTORS ARE TO BE COPPER, TYPE THHN/THWN. LIGHTING SCHEDULE MINIMUM SIZE #12 IN 3/4" CONDUIT EXCEPT WHERE LARGER SIZE IS NOTED. 2. ALL FEEDER AND BRANCH CIRCUIT WIRING SHALL CONTAIN A TYPE LUMS WATTS MOUNT HEIGHT MOUNT MANUFACTURER FIXTURE MODEL # SEPARATE GREEN INSULATED EQUIPMENT GROUNDING Z1 1 250 HPS 27'-6" POLE HUBBELL MSM–A250S-3P8-1 CONDUCTOR (#12 MINIMUM). Z2 1 250 HPS 27'-6" POLE HUBBELL MSM–A250'S-3T8-1 Companies 3. IN MULTI–WIRE BRANCH CIRCUITS SERVING ELECTRONIC HPS = HIGH PRESSURE SODIUM �� ARCHITECTURE TYPE FLUORESCENT BALLASTS, COMMON NEUTRAL ENGINEERING CONDUCTORS SHALL NOT BE PERMITTED. PLANNING LANDSCAPE ARCHITECTURE 4. ALL INTERIOR EXPOSED CONDUIT SHALL BE TYPE EMT. ALL LAND SURVEYING EXTERIOR CONDUIT SHALL BE THREADED RIGID METAL ENVIRONMENTAL SCIENCES CONDUIT. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE / ANALYTICAL SERVICES 80 PVC. FLEXIBLE METAL CONDUIT SHALL BE USED TO CONNECT TO THE INTERIOR MECHANICAL EQUIPMENT, LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED / 355 Research Parkway TO CONNECT TO THE EXTERIOR MECHANICAL EQUIPMENT. / Meriden. CT 06450 / (203)630-1406 5. FIRE SEAL ALL CONDUIT PENETRATIONS OF FIRE WALLS AND \ (203)630-2615 Fax FLOORS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ANY FIRE WALLS. / 6. CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUIND \ UTILITIES BEFORE ANY TRENCHING OR HOLE DRILLING. / LIGHTING NOTES 1. LIGHT POLE, BRACKETS AND FIXTURES SHALL BE BRONZE COLORED B1Y HUBBELL OR N, APPROVED EQUIVALENT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, BASES AND CONDUITS TO SITE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO DELIVERY OF / \ MATERIAL TO SITE. ALLOW A MINIMUM OF 14 WORKING DAYS FOR REVIEWr. IF ALTERNATIVE / LIGHTING IS PROPOSED SUBMIT A PHOTOMETRIC FOOT–CANDLE LAYOUT ALONG WITH ANNUAL MAINTENANCE REQUIREMENTS AND ANTICIPATED COSTS. / 2. LIGHTS ARE DESIGNED TO PROVIDE EVEN LEVELS OF ILLUMINATION AND AVOID GLARE ONTO NEIGHBORING PROPERTIES. FINAL DESIGN MAY VARY PENDING MANUFACTURER'S RECOMMENDATIONS. W 3. LIGHTS SHALL BE MOUNTED ON SQUARE POLES ATOP 30" HIGH CONCRETE BASES THAT ARE / \ W SET 2' (CLEAR) BEHIND CURBS. POLES SHALL BE HUBBELL MODEL AS SHOWN ON DETAIL, OR APPROVED EQUIVALENT. 4. THE CONTRACTOR SHALL TEST THE LIGHTING AFTER INSTA-LATION WITH DEVELOPER/OWNER, -----—0 -0-------\ \ W AND PROVIDE TO DEVELOPER/OWNER WARRANTY AND MAINTENANCE INFORMATION. THE / \ CONTRACTOR SHALL MAKE ADJUSTMENTS AND/OR MODIFICATIONS AS REQUIRED BY THE DEVELOPER/OWNER TO OBTAIN EVEN LIGHT DISTRIBUTION. 5. ALL LIGHTS TO BE HUBBELL AS LISTED IN SCHEDULE OR APPROVED EQUIVALENT. ILLUMINATION ANALYSIS MODELED USING HUBBELL FIXTURES LISTED IN SCHEDULE. / Z2 Z2 v W 7 W z 6. THE CONTRACTOR SHALL INSTALL THE CONDUIT, BASES, ANCHOR BOLTS, POLES, C) (n LUMINAIRES, AND WIRE. ALL LIGHTING CONTROLS, PANELS, CIRCUIT BREAKERS ETC. ARE SHOWN / Z2 W Q ON SHEET EO.01 AND EO.02. CAREFUL COORDINATION IS REQUIRED TO PROVIDE A COMPLETE INSTALLATION FOR SITE LIGHTING. / Z2 UJ I , ` 7. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF ANY LOCAL / V W APPLICABLE CODES OR ORDINANCES, PUBLIC UTILITY COMPANY, STATE CODE, NATIONAL V W Q W < ELECTRICAL CODE WITH INTERIM AMENDMENTS THERETO. / / Q = W co 8. AVERAGE MAINTAINED FOOTCANDLE LEVELS ON WALK WAYS, AND PARKING ARE 2.04 FC. n� � /' CQ 9. INSTALL 1– 1" SCHEDULE 80 PVC CONDUIT FOR PYLON SIGN. CONDUITFEEDS INTO AND �t �! `�+ C BETWEEN BUILDINGS SHOWN ON SITE UTILITY SHEET SU-1. VERIFY POWER REQUIREMENTS OF ` • " � O O W CC PYLON SIGN WITH OWNER AND SIGN MANUFACTURER. C O 5 G / = W N v� 4 O a �► / z � LL OD m G / z1 � Q LL O •p � N z1 / z / O F_ HUBBELL HIGH PRESSURE SODIUM ! , LIGHT FIXTURE MODEL # ON W LIGHT SCHEDULE NUMBER OF W HEADS AS SHOWN ON PLANS / / BUILDING A PROPOSED 3-STORY z / PUBLIC STORAGE FACILITY FIRST FLOOR 30,212 SF m BRACKET HUBBELL MODEL #MAL-4-1 / \90,636 SF TOTAL a / �• -15.00 p Lp1N N I G B S I' R D � HUBBELL SQUARE STRAIGHT STEEL POLE 'F,E.E/ UJ MODEL # SSP-5256–A2–M51 V) / Ln % Z2 n APPROVED Ly BASE COVER / COPPER GROUND WIRE TO GROUND LUG cr TACKWELD NUTS AFTER LEVELING i SITE PLAN LEVELING NUTS & GROUT WASHERS BELOW BASE PLATE REINFORCED CONCRETE BASE(3000 PSI ® 28 DAYS) 1,500 SF OFFICE Z1 BASE PLATE PAINT EXPOSED PORTIONS OF BASE YELLOW 45' � CHAMFER #3 HORIZ. REBAR ® 10"o.c. E.W. \ I 2'-6" (TYP.) � #5 VERTICAL REBAR (TYP. OF 6) � — — — — — — — — — — — — LIJ - - II II ANCHOR BOLTS SEE NOTE #2 BELOW a w LFINISHED GRADE AT CENTER OF FOUNDATION V1 N 2, UNDISTURBED EARTH Existing Traffic Signal \ o w BEND ANCHOR BOLTS OR o° RIGID GALVANIZED CONDUIT Y o 5' MIN. 11. 7� z 3/4" x 10'-0" GROUND ROD G WITH EXOTHERMIC CONNECTION BETWEEN GROUND WIRE Designed AND GROUND ROD Drawn P.M.S. Checked E.J.M. Approved R.A.L. Scale 1"=30' ---18" DIA Bridge Street (Route 107) DatProject N°. 9/5/01 NOTES: Date 1. FOUNDATIONS MAY BE REVISED BASED ON SOIL CONDITIONS ,,/ AS APPROVED BY THE ENGINEER. (Public - Variable Width) CAD File Ipc86201 2. ANCHOR BOLTS FURNISHED WITH POLE. BOLT PATTERN, o SIZE AND LENGTH AS SPECIFIED BY MANUFACTURER. co U Title LIGHT POLE AND BASE GRAPHIC SCALE X site NOT TO SCALE Lstan5.dwg 30 15 0 30 00 00 Lighting U SCALE IN FEET X Plan 0 N 00 U Sheet No. X FOR PERMITTING ONLY oW _ LP 1 U NOT FOR CONSTRUCTION X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATON WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES 1 a LANDSCAPE NOTES Nail in Pole Benchmark /Wail in Pole Elev.=15.31' 1. THE LANDSCAPE PLAN IS FOR LANDSCAPING INFORMATION ONLY. PLEASE REFER TO THE SITE LAYOUT PLAN, LIGHTING PLAN, GRADING PLAN AND UTILITIES PLAN FOR ALL OTHER INFORMATION. 2. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS, TREES, AND SHRUBS SHALL BE HEALTHY AND FREE OF DISEASE FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION AND ACCEPTANCE BY OWNER OR LANDSCAPE ARCHITECT. CONTRACTOR SHALL REPLACE ANY DEAD OR UNHEALTHY PLANTS AT CONTRACTOR'S EXPENSE. PLANT MATERIAL REPLACEMENTS SHALL BE GUARANTEED FOR ONE FULL YEAR FROM DATE OF REPLACEMENT. FINAL ACCEPTANCE SHALL BE MADE IF ALL PLANTS MEET THE GUARANTEE REQUIREMENTS INCLUDING MAINTENANCE. MAINTENANCE RESPONSIBILITIES INCLUDE CULTIVATING, SPRAYING, WEEDING, WATERING, TIGHTENING GUYS, PRUNING, FERTILIZING, MULCHING, AND ANY OTHER OPERATIONS NECESSARY TO MAINTAIN PLANT VIABILITY. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING AND CONTINUE UNTIL THE END OF THE ONE YEAR GUARANTEE PERIOD. 3. THE CONTRACTOR SHALL SUPPLY ALL LABOR, PLANTS, AND MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND LISTED IN THE PLANT SCHEDULE. IN THE EVENT OF A DISCREPANCY BETWEEN / \ Companies QUANTITIES SHOWN IN THE PLANT SCHEDULE AND THOSE REQUIRED BY THE DRAWINGS, THE LARGER SHALL APPLY. ALL PLANTS SHALL BE ACCLIMATED BY THE SUPPLY NURSERY TO THE LOCAL HARDINESS ZONE AND BE CERTIFIED THAT / \` ARCHITECTURE THE PLANTING MATERIAL HAS BEEN GROWN FOR A MINIMUM OF TWO YEARS AT THE SOURCE AND OBTAINED WITHIN 200 MILES OF PROJECT SITE UNLESS OTHERWISE APPROVED BY OWNER OR LANDSCAPE ARCHITECT. / v ENGINEERING 4. THE LOCATIONS FOR PLANT MATERIAL ARE APPROXIMATE AND ARE SUBJECT TO FIELD ADJUSTMENT DUE TO SLOPE, VEGETATION, AND SITE FACTORS SUCH AS THE LOCATION OF ROCK OUTCROPS. PRIOR T-0 PLANTING THE CONTRACTOR \ PLANNING SHALL ACCURATELY STAKE OUT THE LOCATIONS FOR ALL PLANTS. THE OWNER OR LANDSCAPE ARCHITECT SHALL APPROVE THE FIELD LOCATIONS OR ADJUSTMENTS OF THE PLANT MATERIAL. / + / ` LANDSCAPE ARCHITECTURE \ LAND SURVEYING 5. ALL SHRUB MASSINGS SHALL BE MULCHED TO A DEPTH OF 3". ANNUAL AND PERENNIAL BEDS SHALL BE MULCHED TO A DEPTH OF 2". SHREDDED HARDWOOD BARK MULCH SHALL BE SPREAD OVER GEOTEXTILE FABRIC EQUAL TO MARAFI LAWN (TYP) AR ENVIRONMENTAL SCIENCES MODEL 140 NL FOR SHRUB MASSING AREAS, ANNUAL AND PERENNIAL FLOWER BEDS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. GROUND COVER AREAS SHALL NOT HAVE FABRIC. / \ PROPERTY LINE IS CONTRACT ANALYTICAL SERVICES LIMIT UNE UNLESS OTHERWISE 6, NO PLANT SHALL BE PLACED IN THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY LANDSCAPE CONTRACTOR. STAKING THE LOCATION OF ALL TREES AND SHRUBS SHALL BE COMPLETED PRIOR TO / / �\ SHOWN PLANTING FOR APPROVAL BY THE OWNER OR LANDSCAPE ARDHITECT. / 41*k 355 Research Parkway Menden, CT 06450 7. COORDINATE PLANT MATERIAL LOCATIONS WITH SITE UTILITIES. SEE SITE LAYOUT, GRADING AND UTILITY FOR STORM, SANITARY AND WATER LINES. UTILITY LOCATIONS ARE APPROXIMATE. EXERCISE CARE WHEN DIGGING IN AREAS OF / fa ` (203)630-1406 POTENTIAL CONFLICT WITH UNDERGROUND OR OVERHEAD UTILTIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DUE TO CONTRACTOR'S NEGLIGENCE AND SHALL REPLACE OR REPAIR ANY DAMAGE AT CONTRACTOR'S EXPENSE. / / (203)630-2615 Fax + �� 8. LANDSCAPE PLANTING PITS MUST BE FREE DRAINING. PAVEMENT, COMPACTED SUBGRADE, AND BLASTED ROCK SHALL BE REMOVED FROM WITHIN ISLANDS TO BE LANDSCAPED TO A DEPTH OF 2' OR TO A GREATER DEPTH IF REQUIRED 5 PG �\ BY PLANTING DETAILS OR SPECIFICATIONS. REPLACE SOIL WITHIN ISLANDS WITH MODERATELY COMPACTED LOAM OR SANDY LOAM FREE FROM STONES AND RUBBISH 1" OR GREATER IN DIAMETER AND ANY OTHER MATERIAL HARMFUL TO AR PLANT GROWTH AND DEVELOPMENT. PLANTING INSTALLATION 'WITHIN ISLANDS SHALL BE AS DETAILED AND CONTAIN PLANTING MIX AS SPECIFIED. 12 RR O \ 1 9. PLANTING SOIL MIXTURE: \ 2 PARTS PEAT MOSS / / + + LOW MAINTENANCE 5 PARTS TOPSOIL / o MS - AR SEEDING MIXTURE MYCORHIZA INOCULANT - "TRANSPLANT 1-STEP" AS MANUFACTURED BY ROOTS, INC. OR MS a �\ APPROVED EQUAL. USE PER MANUFACTURER'S RECOMMENDATIONS FOR TREES AND SHRUBS. C FERTILIZER/LIME APPLY AS RECOMMENDED BY SOIL ANAYLSIS + \ AR 5 PG 10. TREES, AND SHRUBS: po TREES AND SHRUBS SHALL BE NURSERY GROWN UNLESS OTHERWISE NOTFED AND HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCATION OF THE PROJECT. THEY SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY, WITH NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL-BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, INSECT PESTS, EGGS OR LARVAE.THEY SHALL HAVE HEALTHY AND WELL-DEVELOPED ROOT SYSTEMS. ALL TREES SHALL HAVE STRAIGHT SINGLE TRUNKS WITH THEIR MAIN LEADER INTACT UNLESS OTHERWISE STATED. THE OWNER OR LANDSCAPE ARCHITECT SHALL ONLY PERMIIT SUBSTITUTIONS UPON WRITTEN ` �\ APPROVAL. THEIR SIZES SHALL CONFORM TO THE MEASUREMENT SPECIFIED ON THE DRAWINGS. PLANTS LARGER THAN SPECIFIED ON THE DRAWINGS MAY BE USED IF APPROVED. THE USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. ALL OVERSTORY TREES PLANTED ALONG PARKING AREAS, SIDEWALKS AND PEDESTRIAN ACCESSES SHALL HAVE SINGLE STRAIGHT TRUNKS AND SHALL NOT BRANCH BELOW 7' FEET HIGH IF THE TREE CALIPER IS 2 1/2" INCHES OR GREATER. +AR 10 ^0 11. ANNUALS, PERENNIALS, AND GROUNDCOVERS: / 0 + 7 I W ALL PLANT MATERIALS ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE OWNER OR LANDSCAPE ARCHITECT AT THE NURSERY SOURCE OR PLACE OF GROWTH. THE CONTRACTOR SHALL COORDINATE WITH THE LANDSCAPE ARCHITECT ON A SCHEDULE FOR SOURCE VISITS AND ACCOMPANY THE OWNER OR LANDSCAPE ARCHITECT FOR ALL SOURCE INSPECTIONS. CERTIFICATES OF COMPLIANCE IS REQUIRED FOR ALL PLANT MATERIALS. / MS LAWN (TYP) 12. TOPSOIL SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4". CONTRACTOR SHALL SUBMIT TOPSOIL TO A CERTIFIED TESTING LABORATORY TO DETERMINE pH, FERTILITY, ORGANIC CONTENT AND MECHANICAL COMPOSITION. THE CONTRACTOR p I LOW MAINTENANCE 21 P / I SEEDING MIXTURE U) SHALL SUBMIT THE TEST RESULTS FROM REGIONAL EXTENSION OFFICE OF USDA TO THE OWNER OR :_A.NDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR SHALL INCORPORATE AMENDMENTS FOR GOOD PLANT GROWTH AND PROPER SOIL ACIDITY RECOMMENDED FROM THE TOPSOIL TEST. It + / W I 13. ALL DISTURBED AREAS NOT OTHERWISE DEVELOPED SHALT_ BE MULCHED WITH SHREDDED HARDWOOD BARK MULCH. PC 3 PG SNOW STORAGE AREA 14. SEEDING MIXTURES: / /I Q (n A. LAWN SEEDING MIXTURE - LOFTS SEED COMPANY OR APPROVED EQUAL \ / LAWN (TYP) I m r 10% KENTUCKY BLUEGRASS (POA PRATENSIS) r y 10% PERENNIAL RYEGRASS (LOLIUM PERENNE) LAWN 80% BLEND OF THREE TALL FESCUES (FESTUCA ARUNDINACEA) ��.a (TYP) _ I z W (w SEEDING RATE: 4.5 LBS PER 1,000 S.F. (ADD 10% TO QUANTITY IF HYDROSEEDED). / PC / Z SEEDING DATES: AUGUST 15 - OCTOBER 1 AND APRIL 15 - JUNE 15 UNLESS OTHERWISE APPROVED BY THE OWNER OR 12 RR Q LANDSCAPE ARCHITECT. �0 / 10 JS W ¢� I w Q B. LOW MAINTENACE SEEDING MIXTURE - LOFTS SEED COMPANY OR APPROVAL EQUAL / W W C!1 (NATIVE SHORT GRASS MIXTURE) 40% LITTLE BLUESTEM (ANDROPOGON SCOPARIUS) 30% BLUE SHEEP OR HARD FESCUE FESCUTA OVINA FE:SCUTA L IIFOUA 4 PGI 15% BLUE GRAMA (BOUTELOUA GRACILIS) O � cc 15% SIDE OATS GRAMA (BOUTELOUA CURTIPENDULA) Q .o + AR O G SEEDING RATES: 3 LBS PER 1,000 S.F. (ADD 10% TO QUANTITY IF FH"DROSEEDED). / PC LANDSCAPE I; / 0 W SEEDING DATES: AUGUST 15 - OCTOBER 1 AND APRIL 15 - JUNE '15 UNLESS OTHERWISE APF 'OVED BY THE OWNER OF / EDGINGI I 0/� LANDSCAPE ARCHITECT, ALL AREAS CALL OUT AS LOW MAINTENANCE SEEDING MIXTURE ON '` r_ LANDSCAPE PLAN Q W SHALL BE SEEDED AS INDICATED. \ MS V Q i \ 7 vR I /� N Q 15. IF SHEET IS LESS THAN 24'X36" IT IS A REDUCE PRINT AND SHOULLD BE SCALE'. ACCORDINGLY. / 13 JS ( , 0 vo 0R I O Z V NOTE: FOR LANDSCAPE DETAILS, SEE SHEET DN-5 \ EDG NGCAP 0 CONTRACT LIMIT UNE 6 II ' W / LAWN (TYP) BUILDINa N 0 G ,A CL PROPOSED 3-STORY + \ PUBLIC STORAGE FACILITY �'' O U PC FIRST FLOOR 30,212 SF I _ / \90,636 SF TOTAL / DIM /-PROPOSED H 6 VR I (� W MONUMENT SIGN �. F.E.E.-15.00 N 1 A , W / o LANDSCAPE EDGING \� [fir -PLANNING Q� /► R 6 JS �' �� I � r jJyry v i W PC+ F C_ it APPROVED Z 33 HS LAWN (TYP) _ 74 HS LANDSCAPE SCHEDULE 1,500 SF OFFICE SITE PLAN 7 RR � 1 16 1-- TREES CTREES KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE COMMENTS m Flu P \ _ + AR ACER RUBRUM OCTOBER GLORY MIN. 7' BRANCHING HT. {' AR +A AR 10 'OCTOBER GLORY RED MAPLE B&B 3' CAL. MIN. WELL DEVELOPED R CRABAPPLE WELL DEVELOPED x _ _k1,_'_ 00 STAMPED CONCRETE o MS 4 MALUS 'CORALBURST' CORAL BURST B&B 1-1/2" CAL. MIN. 7' BRANCHING HT. ACCENT STRIP - SEE DETAIL THIS SHEET PYRUS CALLERYANA MIN. 7' BRANCHING HT. CON1fRACT LIMIT LINE TREE GRATE TYP PC 9 CHANTICLEER B&B 3" CAL. MIN. WELL DEVELOPED (TYP) CHANTICLEER' GALLERY PEAR SPRING PLANTING ONLY �—STAMIPED CONCRETE PG 38 PICEA GLAUCA WHITIE SPRUCE B&B 5' HT. MIN. UNIFORM WELL DEVELOPED ACCENT STRIP E SEE DETAIL THIS SHEET - TYP. A-L TREE GRATES _. U SHRUBS W Li uz 0 C KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE COMMENTS V) N AG10 . .C.AZALEA GIRARD"S CAROLINE #3 CONT. 18" HT3' OCz o 'GIRARD'S CAROLINE' AZALEA O FA N cD CO 10 CHAMAECYPARIS OBTUSA COMPACT BRONZE " " 5' OCLi 0 \ PYGMAEA AURESCENS' HINOKI CYPRESS #3 CONT. 18 -24HT. .C. - Bridge Street (Route 107) z 'GREEN LUSTER' � IC 16 ILEX CRENATA GREEN LUSTER HOLLY #3 CONT. 18" HT. 3' O.C. (Public - Variable Width) J5 36 JUNIPERUS SABINA 3 CONT. 24" SPREAD Designed R.L.B. 'BLUE DANUBE' BLUE DANUBE JUNIPER # 5' O.C. CONCRETE Drawn K.T.PF 12 POTENTILLA FRUTICOSA GOLD DROP POTENTILLA #3 CONT. 18"-24" HT. 3' 0.C. Checked R.L.B. 'GOLD DROP' Approved R.A.L. - RR 31 RHODODENDRON RAMAPO B & B 18" HT. 4' O.C. STAMPED CONCRETE Scale 1'=30 'RAMAPO' RHODODENDRON RUNNING BOND PATTERN Project No. 00CS62 VR VIBURNUM RHYTIDOPHYLLUM COLOR TO BE BRICK RED TO Date 9/5/01 13 ALLEGHANY VIBURNUM B & B 30" HT. 6' O.C. CAD File IIc86201 'ALLEGHANY' MATCH ARCHITECTURAL BRICK 0 PERENNIALS & GROUND COVERS Title KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT SIZE COMMENTS X GRAPHIC SCALE Landscape HS 108 HEMEROCALLIS 'STELLA D'ORO' STELLA D'ORO DAYLILY #5 CONT. 2 FAN-HEAVY 24" O.C. 30 15 0 30LD PlanDO U CONCRETE SCALE IN FEET o z oo Sheet No. x x — FOR PERMITTING ONLY o_0 _ LL 1 U STAMP CONCRETE ACCENT STRIP NOT FOR CONSTRUCTION X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES t 6' 4' 6' FULL DEPRESSED CURB n• MINIMUM SEE SITE PLAN TAPERED CURB TO FULL 6'-0" SQUARE .. . ....... ........ ... . .. /.... .. . .............. .... ..... ............. .... .............. .. /.. FOR SIDEWALK WIDTH 6" REVEAL FOR TO BE A DARK BLUE FIELD WITH A ro WHITE INTERNATIONAL SYMBOL OF SCOPE SLOP FACE OF CURB ACCESSIBILITY. RESERI�ED FOR THIS SIGN SHALL BE POSTED AT EACH Companies CONC. WHEEL STOP RESERVED TYP. M�Y�CAPPED ENTRANCE TO THE OFF-STREET PARKING ( ) HANDICAPPED PP FACILITY IN A CONSPICUOUS LOCATION. O SIGN TO HAVE A BLUE BACKGROUND WITH ARCHITECTURE WHITE FIGURE AND LETTERING WITH A FINISH ENGINEERING THAT SHALL BE EQUAL TO PORCELAIN PLANNING ON STEEL WITH A MINIMUM IN 1" HIGH [VMACCM VAN ACCESSIBLE SIGN WHERE INDICATED LANDSCAPE ARCHITECTURE 4 WHITE PAINT (LINES BEADED LETTERING AND STATING: LAND SURVEYING AT 2' O.C. PAINTED AT PA HAWWM .. "UNAUTHORIZED VEHICLES PARKED IN ON THE SITE PLAN 6'-0" 45' ANGLE z . PAW DESIGNATED HANDICAPPED SPACES NOT ENVIRONMENTAL SCIENCES R.C. GATE s `: N OR LICENSE PLATES DISTINGUISHINGDISPLAMNG SSUEDP ORARDS ANALYTICAL SERVICES ■ PAINTED WHITE SIYMBOL iu ° SPAM NST D'AYM PHYSICALLY DISABLED PERSONS MAY BE 1 o Cu M 1 1/2" ROUND GALVINIZED STEEL PIPE 00 1 ON BLUE BACKGRIOUND �RACiAI�S TOWED AWAY AT OWNERS EXPENSE. TOWED TYP. 4" WIDE is IN ACCORDANCE VMTH col RATES ISSN FOR VEHICLES MAY BE RECLAIMED AT 355 Research Parkway WHITE LINES STANDARD SPACE FEDERAL STANDARDS PHif'�CALLY�,®PB� Meriden,CT 06450 2'-0" MAY BE MM AWAY AT OW,= OR BY TELEPHONING (203)630-1406 E�8�8E TOIL Y��LES ilA, Y Z NOTES (203)630-2615 Fax ffi AM AT OR 1. EACH PARKING SPACE FOR THE DISABLED BY 0 Co IS REQUIRED TO BE IDENTIFIED BY A s'—o" e'—o" PERMANENT, REFLECTORIZED SIGN WITH (TYP.) 8-0 MIN. THE INTERNATIONAL SYMBOL OF NOTES: . 3" ROUND CALVINIZED STEEL POLE ACCESSIBILITY 1. SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS. m 3" WIDE STRIPES - COLOR PER STATE f 2. PROVIDE 2 COATS OF PAINT ON ALL SURFACES. HANDICAP' ACCESSIBILITY STANDARDS 2. THIS SIGN IS EQUAL TO A PORCELAIN ON f STEEL SIGN WITH BEADED TEXT; SIGN TO 4' HIGH WHITE FINISH GRADE LETTERS BE MINIMUM SIZE OF 70 SQUARE INCHES. TYP 3. SIGN SHALL BE CENTERED ON THE INTERIOR ,Z T�. ACCESSIBLE PARKING SYMBOL OF END OF THE PARKING SPACE. -`- PARKING SPACE AND RAMP DETAIL ENTRANCE SIGN A►CCESSIBILTY N.T.S. N.T.S. 3-4-4. DWG N.T.S. 3-4-1. DWG STOP SIGN AT HANDICAPPED W W R.C. GATE ON ASPHALT PARKING SIGN °C N.T.S. 3-1-4. DIWG 2'-6" N.T.S. 3-4-3. DWG CONCRETE CURB PER SITE PLAN /W 6' V 8 ..• 6 1/2 ... ........ Q DOMED CONCRETE TO DRAIMI (4)-3/4"0x18" LONG ANCHOR BOLTS KEYPAD HEAD PER OWINER'S REQUIREMENTS SECURE TO m S1 0 F_"� CO AND (1)-3/4"0 ELECTRICAL CONDUIT TUBE STEEL KEYPAD MANUFACTURER'S COLUMN NEP SR � ~ W CO FOR LIGHT STANDARD z W Z co 4" DIA. STANDARD STEEL REQUIREMENTS PIPE FILLED WITH CONCRETE ZINC COATED (PRIME & PAINT PS ORANGE) :.:...........0 ..........0. .... 00 : RAISED CONCRETE KEYPAD CURB-RAISE CURB A MINIMUM OF 6" ABOVE ADJACENT W a 3# 'R, PAVEMENT ENT AND EXTEND 30" MINIMUM W AT ASPHALT PAVEMENTS AT CONCRETE PAVEMENT CONCRETE SLEEVE (PIER) CROWN CONCRETE AT Q or cn TO STOP AT TOP OF 8'x8"x1 4" TUBE STEEL KEYPAD BINDER COURSE BASE OF PIPE TYP, ' " _,..,, ...,,, COLUMN-FINISH WITH ;SILICON- 2-0 '-' POLYESTER PAINT (COLOR PER EXPANSION JOINT ALL ._ --- OWNER) FILL WITH CONCRETE SURFACE SIDES W/CONCRETE / TO FACE OF CURB ` A MINIMUM OF 24" ABOVE THE 0 ? c COURSE 2'-0" K�4 � PAVEMENT ONLY Sx8X1/'4 TUBE STEEL KEYPAD COLUMN i CURB AFTER CONDUITS ARE L „ PLACED CONCRETE PAVING 1'-5' r ENTRY KEYPAD PLAN WITH (11)-3-0 AND (3)-3/4-0 CONDUITS z = W .................................................._......... J,/.. FOR KEYPAD FILL COLUMN WITH CONCRETE : N Q Q 2„ 3„ 2"7 TO 24"' ABOVE KEYPAD CURB AFTER �D U r O CONDUIITS ARE PLACED I _ _ RAISED CONCRETECURB-RAISEz —III— A MINIMUM OF 6" ABOVE ADJACENT ZIII III- III ° ° •. �D X30"AIN -D A MINIMUM Q u- 0 • o DCONCRETE WHEEL STOP- 4'-0" WIDE AT • � €, � , ;•• G D E N— • SPROTECT TUBE STEEL COLUMNO w rL ASPHALT — SINGLE SPACES AND 6'-0" WIDE AT NOTE: �' ! • IL PAVING COMPACTED SUBGRADE DOUBLE SPACES. SEE SITE PLAN FOR •'.! . •' WITH A MINIMUM OF 6" OF III ° I PER SOILS REPORT LOCATIONS. 8# • • Z ( 1 ¢ — e v _ C •: ! • • CONCRETE AROUND AND BELOW v v = I I- IN FRONT OF THE ENTRY/EXIT XIT KEYPAD ' • ' • •. PPE R 8 E A 5' 0" SQUARE LEVEL SURFA E z o ¢ .,,..,...�. .............._.......,, y. �, a • PROVIDI _ _ N FOR HANDICAP-III I _ ......... Y/E \ , .•. _ • U 00 Z Z III I \ 3/4"mx14" LONG GALVINIZED IRON0J N4 REINFORCING BARS (2 PER WHEEL STOP) !• \ 00 ASPHALTIC CO LNG OR 4" MIN. / / ' AS HAL C NCRETE PAVING - .. ! • OTHER APPROVED PAVING MATERIAL ° : I � .• // '. . ° I1= : � . COI 00 «>................................................................ RAISED CONCRETE KEYPAD CURB A i \ . . . , MINIMUM OF 6" ABOVE ADJACENT /\ ••,.; • • :,,• / a �• ' / Z ° - 12" DIA CONCRETE � R, PAVEMENT AND EXTEND 30" MINIMUM / • .. . ... BASE INTO GRADE A TYP, //\//\//\//\ //\//\//\/ NATURAL GRADE OR COMPACTED FILL I EXIT KEYPAD PLAN I � ea a e I -III I / ENTRY/EXIT ENTRY/EXIT • KEYPAD PLANS CONCRETE N.T.S. 3-1-15. DWG KEYPAD ELEVATIONS STEEL BOLLARD WHEEL STOP N.T.S. 3-1-16. DWG N.T.S. 3-1-2. DWG N.T.S. 3-1-3. DWG EXPANSION JOINTS 20'-0" oc. MAXIMUM w PLANNING B®��RD 4 SPACES ® 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN RO V LD l SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN 1" TOP COURSE BITUMINOUS CONCRETE ,APP 6" EXPOSED SURFACES TO BE 3" BINDER COURSE BITUMINOUS CONCRETE DUMMY JOINT( TYP.) SITE PLAN N z c� METAL TROWEL FINISH. 10" PROCESSED GRAVEL SUBBASE i IJ"►II, o A A �, 6" OR AS DIRECTED cn w z w o BY ENGINEER z o Of v• v ¢ D 0 0 0 O p 00 0 v O > w 0000 0000 0 O R=1" SURFACE OF WWF PER SIDEWALK DETAIL w � a o u� o a0 o z PAVEMENT 0 00 0 0 ?• 'v rn 1/2" EXPANSION JOINT 1/2° EXPANSION JOINT �� 0 0 0 0 0 0 • 1/2" EXPANSION JOINT W/SEALER w 0 000 c 00 000 j V-8" 0 0 0 0 0 o Designed C.A.F. CONCRETE 4" 4" ' b" R=1" > LAWN OR PLANTING IF SHOWN ON SITE PLAN Drawn C.A.F. CONCRETE CURB •v Checked S.N. &,°•° °;� BIT. CONCRETE PREPARED SUBGRADE CURB OR GUTTER LINE Approved R.A.L. QQ ° 6" Scale AS NOTED • 4„ oma" ° ° F PIAN vIEW BITUMINOUS CONCRETE Project No. o00862 910 6" CRUSHED STONE 1" Date 09/05/01 OR GRAVEL BASE o0 " R=1/8" PAVEMENT STRUCTURE ON SITE 4" u12 ..��'0 1 -6 CAD File dnc86201 . " �g o o� DUMMY JOINT s" x s" w1.2xW1.2 WWF N.T.S. CTPC-010 ; A...4 Title NOTES: °':'a:. / / N.T.S. DUMMY JOINT 1. CONSTRUCTION JOINTS SHALL BE SPACED APPROXIMATELY i Q " 4" II 1/2" EXPANSION JOINT r Detail „ y o I 8 I PAVEMENT STRUCTURE WITH SEALANT i EVERY 10 FEET BUT NOT LESS THAN 6 FEET. 1/4 THICK PREFORMED EXPANSION JOINT FILLER SHALL BE INSTALLED 8 a 00 Sheet EVERY OTHER JOINT. AND AT INTERSECTION OF CONCRETE ooa o0 CONCRETE 28 DAY MINIMUM SIDEWALK AND CURB. o00 ogo COMPRESSIVE - STRENGTH = 3000 PSI 8' 8" ROLLED GRAVEL BASE COMPACTED �- �- i- i i COMPACTED 2. FORMWORK SHALL REMAIN INPLACE FOR 24 HOURS GRAVEL BASE EARTH FOLLOWING CONCRETE POURING. SECTION A-A Sheet Na. CONCRETE CURB FOR PERMITTING ONLY N CONCRETE CURB DETAIL AND WALK DETAIL CONCRETE SIDEWALK DETAIL o DN -1 N.T.S. CTPC-005 N.T.S. CTPC-011 N.T.S. BLSR-001 NOT FOR CONSTRUCTION m X THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES --- I- _ - - - ----- _ - — -- -- - - -- - -- --- --- - - - - L ---- -- — ------------- GATE OPENS FULLY BETWEEN POSTS HELPS PREVENTS VEHICLE DAMAGE WHEN OPEN SEALED BALL BEARING V-GROOVE WHEELS OPERATE SMOOTH AND QUIET - WHEEL COVERS PROVIDE MAXIMUM SAFETY AND DURABILITY 4 RUBBER SAFETY EDGE STANDARD 4. STAINLESS STEEL d d NNSµ :GLE ........................._ 2—#4x24" LONG v v WELD TO TUBE Companies d ARCHITECTURE Q p ENGINEERING PLANNING LANDSCAPE ARCHITECTURE I a LAND SURVEYING I < 8"r CONCRETE ENVIRONMENTAL SCIENCES MONORAIL TRACK o10 MASONRY WALL ANALYTICAL SERVICES RAISED AWAY FROM ` SNOW AND DEBRIS ..... ...................,: 355 Research Parkway Meriden,CT 06450 21 " ANGLE FRAME x x4 d' 4 d d C MITERED ANDWELDED (203}630 1406 2 (203)630-2615 Fax SEALED BALL BEARING BALANCED SMOOTH OPEN TO »,,...................,,,...........................,,,,,. GUIDE ROLLERS CLOSE OPERATION, NO STRUCTURAL FLEX OR BOUNCING i , 2' SO.TUBE CONSTRUCTION TDP h BOTTOM, 3/4' PICKETS 6' ON CENTER. MITERED CORNERS AND SEAMS WELDED ALL t THE WAY AROUND TD PREVENT RUST " 4"x4"0/4" TUBE STEEL GATE POST II O THER STANDARD FEATURES: 2"x2"0/1 6" STEEL TUBE NOTWELDED TO FRAME 1.GATE NEEDS LESS BACK SPACE TO OPEN THAN TYPICAL CANTILEVER GATES. 20'GATE OPENS INTO 26'OF BACK SPACE. 2.GATE OPERATOR MOUNTS UP ON GUIDE POST OUT OF SNOW AND DEBRIS. SEE GATE MONORAIL CANTILEVER GATE ELEVATION DESIGN SPECIFICATIONS TRASH ENCLOSURE w N.T.S. 3-1-11. DWG GATE POST N.T.S. 3-1-7. DWGC 4'-0" WIRE MESH w i MONORAIL CANTILEVER SLIDING GATE �_ co MATERIALS: 2'"x 2"x1/8"SQUARE TUBE FRAME � 4" SQUARE POSTS ® 10' O.C. 0 3/4"x 3/4"SQUARE BAR PICKETS 6"ON CENTER 1 4"x4"x 1/4"SQUARE TUBE POSTS v 2" THICK SOLID CONCRETE 10f-0" OPERATOR 3/4"x 1/8" FLATTENED WIRE MESH AT MANGATE 7 w Q (wf� MASONRY CAP I— I w Z X SPACE EQUALLY BETWEEN CORNER POSTS � Q = 12" SPLIT FACE BLOCK WALL 6" O.C. (TYP.) I-- 3/4" ALUMINUM PICKETS AND RAILS ® 6" O.C. (TYP.) 4" 4" W w U TO MATCH BUILDING x ' Q MAN GATE PICKETS 6' ON CENTER Q ? W 0) ATE FENCE ORNAMENTAL P Q 17 x STEEL REINFORCING ALUMINUM POST T O uJ #4® 12" O.C. O w t` x I— O - 1/2" PREMOLDED EXPANSION O I FENCE POST SS=T WITH RACK VJ = w JOINT FILLER " "'r _I co 2 gq NON—SHRINK k <OUT ' ` N O Q x 8" THICK CONCRETE SLAB ,� !y, y r (f� 4 DIA. METAL SLEEVE SET s Q 0 5" IN CONCRETE AS PER X 5"� FINISHED GRADE MANUFACTURERS RECOMMENDATION J Z TOP OF SLAB { 116' TO 20'* ► 24 TO 28'* Q O - li X. _ 10" COMPACTED SUBBASE CONCRETE FOOTING OPERATOR N O 1r BREAKAWAY GATE M f(=11 11=11 II STANDARD HOLLOW CONCRETE BLOCK TRACK z U AND CONCRETE INFILL BELOW GRADE I V III= 2 (V © r II 12"x 'd WITH HORIZONTAL JOINT REINFORCING o • FENrE 16" O.C. AND CONCRETE INFILL I ": cv *NOTE : DIMENJSIONS MAY VARY 10' TYP. U 24" M CYLINDRICAL CONCRETE FINISHED GRADE w COMPACTED SUBGRADE :;: FOOTING f c = 3000 p.s.i. VARIES (SEE PLAN) MONORAIL CANTILEVER CONCRETE FOOTING 10" COMPACTED SUBGRADE -.,:' w FINISHED GRADE SLIDING GATE Z TRASH ENCLOSURE SECTION ELEVATION SECTION N.T.S. 3—,-12. DWG — N.T.S. BLSIE-003 ORNAMENTAL FENCE DETAIL 15'-0" NOT TO SCALE SPLIT FACED CMU TO MATCH BLDG. 8•• PROTECTIVE POST PROTECTIVE POST 100 6'-0. _ (TYP) 5'-4" .. 5..-4. 8" o 6" DIA S EL (TYP) iv GATE POST 6" CURB REVEAL EXPANSIONLa PROTECTIVE POST JOINT (TYP.) 6' CURB REVEAL IO cn w p PROTECTIVE PLAID N I N G B©t:R D o m' ) S f ARIfS POST o 1 —3 ffT 5p`' WALL CENTERLIN /�'!! 1 ROVED N c� TYP \ w z " FLUSH CURB (TYP) o � ■ I N a) to 5'-6" - m } SITE PLAN w o 6 �•) �') 12:1 SLOPE " -. I SLOPE / \ SLOPE � 4' CURB REVEAL p (6) FULL DEPTH CONCRETE (TYP.) CURB CFfP.) L 'I ` J z° o 3' MIN. BEGIN FULL DEPTH CONCRETE CURB EXP. JOINTS 04 Designed C.A.F. 3' END GRANITE CURB (TYP) Drawn C.A.F. 1' UP 12:1 SLOPE CONC INF SLAB Checked S.N. 6' RADIUS Approved R.A.L. o GRANITE CURB (TYP.) Scale AS NOTED 3' DRIVEWAY 3' MIN. WIDTH GRANITE CURB C".) Project No. 0OC862 Date 09/05/01 RADIAL GRANITE APRON RAMP SIDEWALK AREA CAD File dnc86202 CURB SECTION 1" LSP 4" CONCRETE SEE SITE PLAN SEE SITE PLAN Title „' f 6" AGGREGATE SUBBASE SEE CONCRETE SIDEWALK Detail ROADWAY SURFACE s `. DETNL FOR PLACEMENT OF 5 CONTROL AND EXPANSION JOINTS PREPARED SUBGRADE Sheet TRASH ENCLOSURE PLAN N.T.S. BLSE-004 Sheet No. SECTION D-D INTEGRAL CONCRETE DRIVEWAY APRON AND WALK FOR PDN-2NOT TO SCALE g NOT FOR CONSTRUCTION L x THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES -- -- — --- - - - - — - -- - — - - —-- -- -- — --- -- ---- --- - -- T--. .- T--- ---- -- . . - 7.— - - -- — - - - -- j I j I i I I' 24' SQ. HEAVY DUTY FRAME LEBARON LK110 WITH THE & GRATE 3 FLANGE RIM 26" WORD 'DRAIN' IN 3' LEBARON LF248-2 SYMM. LETTERS (OR EQUAL) (OR EQUAL) � 24' DIA. HEAVY DUTY(STD,-LEBARON LT102 OR EQUAL) - . FRAME AND COVER WITH THE WORD 'SEWER' 0 son FINISHED GRADE IN 3' LETTERS GRANITE THROATSTONE-- 4' ADJUST TO REQUIRED W/ TRANSITION PIECES Companies ;4 (ALSO SEE NOTE 1) MORTAR 3 SIDES r / // '� ► GRADE WITH A MIN. OF ARCHITECTURE j TWO COURSES (MAX. 5) ¢ i OF BRICK MASONRY SET // \\ ENGINEERING IN FULL MORTAR BED ADJUST TO REQUIRED BRICK COURSES IN PLANNING GRADE WITH A MIN. OF 2'-0" 8• FULL M❑RTi AR BED ' 2'-0' S' TWO (COURSES (MAX, 5) AS REQUIRIED TO PAVEMENT LOAM LANDSCAPE ARCHITECTURE MIN. ADJUST FRAME TO 6" W=4 3 D + 18" 6" LAND SURVEYING DIA ION BRICK ILLMORTARRBEDET / I, DIA. GRADE ENVIRONMENTAL SCIENCES NOTE: ANALYTICAL SERVICES ALUMINUM OR PIPING TO BE HYDROSTATIC PLASTIC COATED TESTED 2 HOURS ® 1100 PSI. 4'-6" MIN. DEPTH 355 Research Parkway WROUGHT IRON OVER NORMAL OPERATING PRESSURE Meriden,CT 06450 M.H. STEPS M.H. STEPS, 16' HDPE PIPE -•• OF COVER (203),CT 0 4 16" WIDE WIDE 12' O.C. 12" O.C. (TYP.) .'' COMPACTED APPROVED BACKFILL CTYPJ BUTYL RUBBER (203)630-2615 Fax GASKET BETWEEN SECTIONS — (95% COMPACTION) . PER ASTM D1557Li j • a • /\ ' COMPACTED SAND EL— BACKFILL 4'-0' 2 COATS BITUMASTIC 4'-0' DIA. 5' MIN. NON-SHRINK v. WATERPROOFING ALL MORTAR ALL " M N. AROUND AROUND 2'-00 5' MINIMUM (PR -C ST) a SUMP PRECAST CONCRETE 3" IN EARTH / 8" MIN. IN ROCK EXISTING MANHOLES 4'-0" /\�/ / /// A TO BE CORE DRILLED •: , .d. " M N. �. - (BLOCK C NSRUC1T10N�ON-SHINK MORTAR •':' �, •A r NOTE: BRICK OR CONCRETE TOP OF SHELF T❑ 1 ' INVERT FOR 24' ALL AROUND FIRE LINE PIPING AND SERVICE PIPING ❑.D. AND LARGER ti BE APPROX. 1 INCH FLEXIBLE RUBBER > 3" I.D. TO BE CLASS 52 DUCTILE ABOVE CENTERLINE OF GASKET IRON WITH RESTRAINED JOINTS 40 FT. LARGEST SEWER PI EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING W < 3" I.D. TO BE TYPE K COPPER PER BRICK MASONRY ❑R OPENING IN BASE BASEACT6' GRAVEL ASTM B 88. .rr - i°� • CLASS A CONCRETE ''•• • - �:••.•�:.•. •,=civ r•.•.; ;� . ' '' INVERT-SLOPE SHELF v .•:r. . , s. 1/2' PER FOOT •t,:;'''3. :•:•�•'.. N❑TESi W i•;? :'`.:: r!::+r:�'.a`.r' 1) THROATSTONE MAY BE DELETED w/ DPW APPROVAL WHERE THERE IS NO CURB TYPICAL WATER MAIN A N D c ;..* w;. . •. . •.s• Vis:•';':c= ::` `•.' 6' MIN, tT • .• SERVICE TRENCH DETAILv 5' MIN. CRUSHED m_ NE STANDARD CATCH BASII�JN.T.S. BLWD-005 6" COMPACTED SCREENED WGRAVEL OR UNDISTURBED BRICK INVER ONCRETE INVEZ W z CA SUB-GRADE N.T.S GRAVELACTED SCREENED Q STANDARD DRAWING D-01 Ill CO DRAIN MANHOLE 0 W W �Q STANDARD SEWER MANHOLEQ = W CD STANDARD STORM MANHOLE N.T.S 0 0 O WC ec N.T.S I— O = L IN EARTH IN PAVEMENT (n (5Q J EDGE OF TRENCH I r Q 4" TOPSOIL � O EDGE OF TRENCH SUPPORT SYSTEM AS REQUIRED SEE DETAIL FOR _J 0 y Y PAVEMENT SECTION m Z a W SUPPORT AS REQUIRED \ \ \ W TRENCH WIDTH APPROVED COMPACTED V"" O ' TRENCH WIDTH O.D. + 2'-0" MIN. \ BACKFILL (95% MAX DRY ; N O 2' + I.D. DENSITY) COMPACTION Z ;' SUITABLE BACK FILL TYPE GW, GP, SW, SP PER ASTM D1557 IN 8" PER UNIFIED SOIL CLASSIFICATION SYSTEM LIFTS TYPE GW, GP, SW, SP PER OR AS APPROVED BY SITE ENGINEER 171 UNIFIED SOIL CLASSIFICATION COWPACTED TO 95% MAX. DRY DENSITY �--" SYSTEM OR AS APPROVED BY IN (LIFTS (8" TYPICAL) PER ASTM ¢_3 w U SUITABLE APPROVE SITE ENGINEER COMPACTED 70 C7 w F- /' i W BACKFILL 95% MAX. DRY DENSITY IN LIFTS D15557 (MODIFIED PROCTOR TEST) i TRENCH WIDTH: 1'-6" (GAS) of Of a! % i 1'-0" ELECT., TELE. AND CATV. W > 48" DIA. e' IRE PER ASTM EST) 000 3'-0" WHEN ELEC., CAN, & TEL. ARE CC MODIFIED PROCTOR TEST) Q O OQ " 40 0 vvv i 3/4" CRUSHED STONE < 48" DIA. °on°o°o o° �O e 6 A6 O 3/44 CRUSHED STONE - - - .' % i` GROUPED IN TRENCH TO EDGE OF TRENCH o$o0 V-0" MIN. 0,60 O4 to 0 0 A6 0 0 IL METAL STRIPS BURIED 12" ABOVE 1'-0" MIN- •a q, o ; •,•o• P.E. PIPE EVERY 5' & AT BENDS Z FOR PVC 3/4" CRUSHED STONE p� INSTALL CLAY DAM WATER STOP �a,. b`4� (GAS LINES ONLYPLANNING :R D TO EDGE OF TRENCH �'e,,ti 1i,Fl� 1/4 O.D.— 6" MIN. Ivo 0V 2' (MIN.) THICKNESS AT 50 C-C ,t .� s. .,' MARKING TAPE BURIED OVER ELECTRIC Opo O b.o gorp AND TELEPHONE CONDUITS ,'-D" MIN. ~• APPROVED 4" MIN. - 1'-0" 0000 g 0000c 4" MIN. - V-0" IN ROCK p O pp 6" O O O o of o MIN. IN ROCK MIN. IN ROCK CONDOU T TRENCH rM OF " SITE P � 1 -0' O.D. 1 -0 BOTTOM OF TRENCH4d' 'oAb 12 SAND COVER OVER PIPE BOTTOM OF TRENCH 7" SAND BED FROM SPECIAL FOUNDATION IF ORDERED BY MAIN TO METER PIT ENGINEER - 3/4 CRUSHED STONE (GAS LINE ONLY) �� 1'-O° MIN IN ROCK. TO BE INSTALLED TO DEPTH 2" TYPICAL STORM SEWER TRENCH SECTION DETiERMINED BY GEOTECHNICAL ENGINEER SPECIAL FOUNDATION, IF ORDERED BY ENGINEER IN ]PEAT AND UNSUITABLE SOIL AREAS 3/4" CRUSHED STONE TO BE INSTALLED TO 24» N.T.S. BLDD-008 DEPTH DETERMINED BY CE07ECHNICAL ENGINEER IN PEAT AND UNSUITABLE SIOIL AREAS TYPICAL SANITARY SEWER FINISHED GRADE TRENCH SECTION W NOTE: N.T.S BLss-°'° ELECTRICAL TELEPHONE 8°� 22" N� w Z �• WATER SERVICE CONNECTION TO BE MADE IN COMPLIANCE WITH 1" IN GRASSED ! 0 0 SALEM DEPT. OF PUBLIC WORKS STANDARDS AREAS OR FLUSH AND GAS TRENCH D E T A II L 3 0" x 33 1 /2" WITH PAVEMENT W N j N.T.S. BLWD-002 0 NOTE: E a) co r. \ 1) Frame and grate shall be Lebaron LF248-2 or equal approved by Ld 0 CURB BOX (ERTEN. 28 DAY, 3000 PSI the City Engineer. z° 4.5' MIN. TYPE WITH ARCH CONCRETE " HEIGHT OF BLOCK = 2) For use when the Gutter grade is less than or equal to 3.00%. PATTERN BASE AND 1 - 6"± _L2'-6" STATIONARY ROD) 2 NiyU CONCRETE 3) Frame and cover shall be set in full bed of mortar on a minimum of two Designed C.A.F. CORPORATION /\�/ / \i, //\�/\�/\ice \/\/\\/\\�\\ ��\\/�\� , \��\\ courses of brick Drawn C.A.F. : STOPi /\ — �/\/�/\/ /� /��' HEIGHT OF BLOCK= Checked S.N. • • ° • ° . • °• %DEAD END FOR /� , ° \ 1 -6 t Approved R.A.L. °_ _° o' • o•_• ° • \�(FUTURE CAP END EXTENSION STANDARD CATCH BASIN FRAME AND GRATE Sale AS NOTED C ° ° ° �� ° Project No. 0OC862 MAIN MAIN MAIN j�\� N.T.S. Date 09/05/01 / HEIGHT = 2'-0" CAD File dnc86203 \////\ Tle COPPER SOLID CONC. \� . \�\/\\ tl TUBING BLOCK OR C.I. �/ \, // ,/� i6 Detail (TYPE K) FOOT PIECE AS REQUIRED BRANCH �� / �% Sheet 8" WATER MAIN �r THIS BRANCH TO HYDRANT FOR BLOWOFF PLAN SECTIONTHRUST BLOCKS FOR WATER LINES Sheet No. WATER SERVICE CONNECTION N.T.S. BLWD-001 N FOR PERMITTING ONLY c NOT TO SCALE g DN -3 NOT FOR CONSTRUCTION x THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES EROSION CONTROL NOTES SEDIMENT & EROSION CONTROL NARRATIVE SEQUENCE FOR INSTALLATION OF SOIL EROSION EROSION AND SEDIMENT CONTROL PLAN & SEDIMENTATION CONTROL MEASURES SEDIMENT AND EROSION CONTROL NOTES THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THE (EXISTING PHASE 1 ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES, AND THE WETLAND AREA FROM SURFACE RUNOFF AND EROSION. A 1 ERECT SILTATION FENCES, SEDIMENT TRAP, DIVERSION DITCHES, AND ANTI-TRACKING PAD. 1. THE DRAWING IS ONLY INTENDED TO DESCRIBE THE SEDIMENT AND EROSION CONTROL TREATMENT FOR THIS SITE. SEE SEDIMENT AND CONSTRUCTION SEQUENCE IS PROVIDED TO PROVIDE SURFACE RUNOFF CONTROLS PRIOR TO THE PROJECT CONSTRUCTION BEGINNING. EROSION CONTROL DETAILS AND CONSTRUCTION SEQUENCE. REFER TO SITE PLAN FOR GENERAL INFORMATION AND OTHER PLANS FOR 2. STRIP TOPSOIL AND STOCKPILE. APPROPRIATE INFORMATION. CONSTRUCTION SCHEDULE Companies 3. PERFORM CLEARING AND GRUBBING ACTIVITIES, AND DEMOLITION. 2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THIS SEDIMENT AND EROSION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS ??/??/?? WITH COMPLETION ANTICIPATED ??/??/??. PROPER INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED WITH CONSTRUCTION ON THE SITE OF ARCHITECTURE 4. STABILIZE STOCK PILE. THE REQUIREMENTS AND OBJECTIVES OF THIS PLAN, INFORMING THE CITY OF SALEM OF ANY TRANSFER OF THIS RESPONSIBILITY, AND ENGINEERING APPROPRIATE EROSION CONTROL MEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT FOR CONVEYING A COPY OF THE SEDIMENT & EROSION CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. PLANNING PHASE 2 OF ALL CONSTRUCTION OR DEMOLITION ACTIVITY. LANDSCAPE ARCHITECTURE 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. 3. THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN ACCORDANCE WITH THE MASSACHUSETTS GUIDELINES FOR LAND SURVEYING CONTINGENCY EROSION PLAN SOIL EROSION AND SEDIMENT CONTROL REQUIREMENTS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND AS DIRECTED BY THE ENVIRONMENTAL SCIENCES THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL MEASURES 2. ROUGH GRADING. CITY OF SALEM. THE CONTRACTOR SHALL KEEP A COPY OF THE SOIL EROSION GUIDELINES ON-SITE FOR REFERENCE DURING ANALYTICAL SERVICES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED FUNCTIONING CONSTRUCTION. CONDITION. THE AGENTS OF THE DIRECTOR OF PUBLIC WORKS AND/OR SITE PHASE 3 ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE OR 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. 4. ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES MAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF 355 Research Parkway ADDITIONAL MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD 2. PERFORM FILLING ACTIVITIES, FOUND NECESSARY BY THE CONTRACTOR, OWNER, SITE ENGINEER, CITY OFFICIALS OF SALEM, OR ANY GOVERNING AGENCY. THE Meriden,CT 06450 NORMALLY BE ANTICIPATED. CONTRACTOR SHALL CONTACT THE OWNER AND APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS OTHER THAN (203)630-1406 PHASE 4 THOSE SHOWN ON THE PLANS ARE PROPOSED. (203)630-2615 Fax CONSTRUCTION SEQUENCE 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. 5. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS BEFORE AND AFTER EACH STORM, OR AT LEAST WEEKLY, TO THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: 2. CONSTRUCT DRAINAGE STRUCTURES. CONSTRUCT DIVERSION BIERMS, RIP RAPPED VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND MAKE REPAIRS WHERE NECESSARY. 1. CONTACT CITY OF SALEM AGENT AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY REGULATED ACTIVITY ON LINED DITCHES AND SEDIMENTATION BASINS. LEAVE TOPS OFF INLET C.B.'S TO THIS PROJECT. COLLECT FLOW FROM DIVERSION BERMS. 6. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAY BALES, SILT FENCE, JUTE MESH, ETC.) ON-SITE FOR MAINTENANCE AND EMERGENCY REPAIRS. 2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE CITY OF SALEM AGENT PRIOR TO THE START 3. INSTALL HAY BALES. OF WORK ON THE SITE. INSTALL TREE PROTECTION AND PERIMETER SILT FENCE. 7. PROTECT EXISTING TREES THAT ARE TO BE SAVED BY FENCING AT THE DRIP LINE OR AS SHOWN WITH SNOW FENCE, ORANGE SAFETY FENCE, OR EQUIVALENT. FENCING AND ANY LIMB TRIMMING SHOULD BE DONE BEFORE CONSTRUCTION BEGINS IN THAT AREA, FENCING SHALL 3. CONSTRUCT TRACKING PADS AT ENTRANCES AND WRAP FILTER FABRIC OR INSTALL SILT SACKS AROUND GRATES OF CATCH BASINS ON OFF PHASE 5 BE MAINTAINED AND REPAIRED DURING CONSTRUCTION. SITE ROADS. INSTALL HAY BALES AND SILT FENCE AT PERIMETER OF PROPOSEID SITE DISTURBANCE AND INSTALL ALL EROSION CONTROL 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. MEASURES AND TREE PROTECTION INDICATED ON THESE PLANS. INSTALL SEDIMENT BASIN IF REQUIRED AT LOW AREAS OF SITE OR AS 2. PERFORM FINAL GRADING AND PAVING. 8. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEARING OR CONSTRUCTION. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE ORDERED BY THE ENGINEER OR AS SHOWN ON THESE PLANS. LIMIT OF DISTURBANCE, WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE, HAY BALES, RIBBONS, OR OTHER MEANS PRIOR TO 4. CLEAR AND GRUB SITE. STOCKPILE CHIPS. STOCKPILE TOPSOIL PHASE 6 CLEARING. CONSTRUCTION ACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SILT FENCE UNLESS WORK IS SPECIFICALLY CALLED FOR ON 1. INSPECT AND MAINTAIN SEDIMENTATION AND EROSION CONTROL STRUCTURES. THE DOWNHILL SIDE OF THE FENCE. 5. BUILDING AND SITE DEMOLITION AND REMOVAL PAVEMENT REMOVAL 2. RESPREAD TOPSOIL. 9. ANTI-TRACKING PADS SHALL BE INSTALLED AT START OF CONSTRUCTION AND MAINTAINED THROUGHOUT THE DURATION. THE LOCATION OF THE TRACKING PADS MAY CHANGE AS VARIOUS PHASES OF CONSTRUCTION ARE COMPLETED. 6. INSTALL SILT FENCE, CONSTRUCT SWALE AND SEDIMENT BASIN, INSTALL STORM DRAINAGE. 3. LIME, FERTILIZE, AND SEED. 10. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR 7. CONTINUE EARTHWORK. CONSTRUCT FILL SLOPE. INSTALL ADDITIONAL EROSION CONTROLS AND CONSTRUCT STORM SEWER, TOPSOIL AND 4. MULCH. SILT FENCE AROUND THE DOWNHILL LIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE FOR MORE THAN 2 W SEED SLOPES WHICH HAVE ACHIEVED FINAL SITE GRADING. MONTHS. 5. FINAL COVER. W B. CONSTRUCTION STAKING OF ALL BUILDING CORNERS, UTILITIES, ACCESS DRIVES, AND PARKING AREAS. 11. SEDIMENTATION BASINS SHALL PROVIDE 134. CUBIC YARDS OF SEDIMENT STORAGE PER DISTURBED ACRE CONTRIBUTING TO THE BASIN PHASE 7 PROVIDE BASIN VOLUMES FOR ALL DISTURBANCE ON SITE. 9. ROUGH GRADING 1. MAINTAIN SILTATION FENCES UNTIL COVER COMPLETELY STABIILIZED, 12. STONE ANTI-TRACKING PADS SHALL BE INSTALLED PRIOR TO ANY ON SITE EXCAVATION AND SHALL BE MAINTAINED DURING ALL 10. INSTALLATION OF STORM DRAINAGE. 2. PERFORM FINAL INSPECTION. EXCAVATION AND CONSTRUCTION ACTIVITIES. SILTATION FENCES CLEAN AND RESTORE ALL AREA. //0 11. FOUNDATION CONSTRUCTION. BEGIN SUPERSTRUCTURE 3. REMOVE 13. MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM V DEBRIS FROM DETENTION BASINS. UNSTABILIZED PERIOD) USING PERENNIAL RYEGRASS AT 40 LBS AC. MULCH ALL CUT AND FILL SLOPES AND SWALES WITH LOOSE HAY AT A D CO 12. REMOVE SEDIMENT FROM BEHIND SILT FENCES AND HAY BALES, AND FROM SEDIMENTATION BASIN AS REQUIRED. REMOVAL SHALL BE ON A 5. CLEAN ALL RATE OF 2 TONS PER ACRE. IF NECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS OR JUTE CLOTH. PERIODIC BASIS (EVERY SIGNIFICANT RAINFALL). INSPECTION OF EROSION CONTROL MEASURES SHALL BE ON A WEEKLY BASIS. SEDIMENTMODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY CONSTRUCTION STAGING AREAS MAY BE HYDROSEEDED WITH TACKIFIER. ' COLLECTED SHALL BE DEPOSITED AND SPREAD EVENLY UPLAND ON SLOPES DURING CONSTRUCTION. INSTALLATION OF SEDIMENTATION AND U � m EROSION CONTROL MEASURES 14. MAINTAIN EXISTING PAVED AREAS FOR CONSTRUCTION STAGING FOR AS LONG AS POSSIBLE. REMOVE AND REUSE BROKEN PAVEMENT z W 0 13. INSTALL SANITARY LATERAL AND UTILITIES. COMPLETE STORM SEWERS. I. SILTATION FENCE LATER DURING ROUGH GRADING EARTHWORK PHASE IF INDICATED ON GRADING PLANS. LJJ Z A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED FENCE LINE LOCATION. 14. INSTALL SITE LIGHTING AND DUMPSTER ENCLOSURE. B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHIILL SIDE), AND HAMMER THE 15. SILT FENCE AND OTHER SEDIMENT CONTROL MEASURES MUST BE INSTALLED IN ACCORDANCE WITH DRAWINGS AND MANUFACTURER'S � , ; Q POST AT LEAST 1.5 FEET INTO THE GROUND. RECOMMENDATIONS PRIOR TO WORK IN ANY UPLAND AREAS. c W Q 15. FINISH GRADING AND CONSTRUCT PARKING AREA SUBGRADE. B. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUN-OFF. 16. EXCAVATED MATERIAL FROM TEMPORARY SILT TRAPS MUST BE STOCKPILED ON UPHILL SIDE OF SILT FENCE. 16. CONSTRUCT CURBS PAVEMENT STRUCTURE AND SIDEWALKS R 'S INSTRUCTION PARTICULARLY BURY LOWER EDGE OF FABRIC INTO GROUND. SILT C. BACKFILL THE TRENCH AND COMPACT. 17. INSTALL SILT FENCE ACCORDING TO MANUFACTURER , 18. PAVING OF PARKING AREAS AND DRIVEWAYS FENCE SHALL BE MIRAFI ENVIROFENCE, AMOCO SILT STOP OR EQUIVALENT APPROVED BY SITE ENGINEER. FILTER FABRIC USED SHALL BE Q c MIRAFI 10OX OR EQUIVALENT. 19. FINAL GRADING OF SLOPE AREAS. II. HAY BALES c A. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PARALLEL TO THE C3l`!TOUR, WITH ENDS OF ADJACENT BALES TIGHTLY 18. USE NEW HAY BALES AND REPLACE THEM WHENEVER THEIR CONDITION DETERIORATES BEYOND REASONABLE USABILITY. STAKE HAY W c 20. PLACE 4" TOPSOIL ON SLOPES AFTER FINAL GRADING IS COMPLETED. FERTILIZE SEED AND MCLCH. SEED MIXTURE TO BE INSTALLED APRIL ABUTTING ONE ANOTHER. "p BALES SECURELY INTO GROUND AND BUTT TIGHTLY TOGETHER TO PREVENT UNDERCUTTING AND BYPASSING. O L 11, - JUNE 1 OR AUGUST 15-OCTOBER 1 USE EROSION CONTROL BLANKETS AS REQUIRED :'1R ORDERED FOR SLOPES GREATER THAN B. BALES SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE W!C OF A BALE AND THE LENGTH OF THE = J 3:1. FOR TEMPORARY STABILIZATION BEYOND SEEDING DATES USE ANNUAL RYE AT 4.0 LBS/1,000 S.F. FERTILIZE WITH 10-10-10 AT 1.0 LBS. PROPOSED BARRIER TO A MINIMUM DEPTH OF 19. INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, SEDIMENT BASINS, AND DEWATERING PITS AS SHOWN AND AS NECESSARY DURING VARIOUS PHASES OF CONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABI11ZED. LOCATION OF TEMPORARY SEDIMENT ( 1 CV Q OF NITROGEN PER 1,000 S.F. AND LIME AT 100 LBS/1,000 S.F. (MAX.). FOUR INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED( SOIL SHALL BE BASINS WILL REQUIRE REVIEW AND APPROVAL BY THE ENGINEER AND CITY OFFICIAL V T O BACKFILLED AGAINST THE BARRIER. Cn 0 0 21. LANDSCAPE ISLANDS AND PERIMETER AREAS. D. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST 1TW0 (2) STAKES. 20. DIRECT ALL DEWATERING PUMP DISCHARGE TO SOME SEDIMENT CONTROL DEVICE SUCH AS TEMPORARY PITS, SEDIMENT BASINS OR GRASS J Z !V� 22. INSTALL SIGNING AND PAVEMENT MARKINGS FILTERS WITHIN THE APPROVED LIMIT OF DISTURBANCE. DISCHARGE TO STORM SEWERS OR SURFACE WATERS FROM SEDIMENT CONTROL SHALL D. THE GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW TO PREVENT WATER LEAKAGE. BE CLEARLL . Q u_ O 23. UPON DIRECTION OF THE CITY OF SALEM AGENT, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED FOLLOWING STABILIZATION OF THE SITE. E. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END 21. UNTIL SITE IS STABILIZED, BLOCK END OF STORFM SEWERS IN EXPOSED TRENCHES WITH BOARDS AND SANDBAGS AT THE END OF EACH N O BALES ARE HIGHER IN ELEVATION THAN THE TOP OF THE LOWEST MIDDLE BALE, TO ENSURE WORKING DAY WHEN RAIN IS EXPECTED. L.L Z THAT RUN-OFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER, BUT NOT AROUND IT. U 22. SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR LESS FREQUENTLY IF TRACKING IS NOT A PROBLEM) O SEQUENCE OF OPERATIONS OPERATION AND MAINTENANCE OF SEDIMENTATION AND DURING CONSTRUCTION. OTHER DUST CONTROL MEASURES TO BE USED AS NECESSARY INCLUDES WATERING DOWN DISTURBED AREAS, USING EROSION CONTROL MEASURES CALCIUM CHLORIDE, AND COVERING LOADS ON DUMP TRUCKS. U OPERATION I - CLEARING AND GRUBBING I. SILTATION FENCE 1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDING THE CONSTRUCTION OF THE TEMPORARY SEDIMENTATION BASINS AND A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC AND DAMAGED 23. PERIODICALLY CHECK ACCUMULATED SEDIMENT (LEVELS IN THE SEDIMENT BASINS DURING CONSTRUCTION AND CLEAN ACCUMULATED SILT W ANTI-TRACKING PADS, WILL BE INSTALLED PRIOR TO THE START OF CLEARING AND GRUBBING AND DEMOLITION OPERATIONS. POSTS SHALL BE REPLACED AND PROPERLY REPOSITIONED IN A4CCORDANCE WITH THIS PLAN. WHEN NECESSARY. CLEAN ACCUMULATED SEDIMENT FROM CATCH BASIN SUMPS AS NECESSARY. REMOVE ACCUMULATED SEDIMENT FROM 2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE (FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT. BEHIND HAY BALES AND SILT FENCE WHEN LEVEL REACHES HALF THE HEIGHT OF THE HAY BALE OR FENCE. DISPOSE OF SEDIMENT LEGALLY EITHER ON OR OFF SITE. W OPERATION II UNTIL THE ENGINEER HAS INSPECTED AND APPROVED ALL INSTALLATIONS. W II. HAY BALES 24. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION 3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING OPERATION I SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR A. ALL HAY BALE RINGS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OR REPLACEMENT SHALL BE PROMPTLY MADE AS NEEDED. PERIOD. UPON COMPLETION OF WORK SWEEP PARKONG LOT AND REMOVE ALL TEMPORARY SEDIMENT CONTROLS. Z SEDIMENTATION AND EROSION CONTROL STRUCTURES. B. DEPOSITS SHALL BE REMOVED AND CLEANED-OUT IF ONE HALF OF THE ORIGINAL HEIGHT OF THE BALES BECOMES FILLED WITH SEDIMENT. 4. FOLLOWING THE COMPLETION OF OPERATION I, ALL AREAS SHALL BE STABILIIZED WITH TOPSOIL AND SEEDING OR PROCESSED AGGREGATE AS III. SEDIMENT BASINS SOON AS PRACTICAL A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR INSPECTIONS OF ALL SEDIMENT AND EROSION CONTROL DEVICES AND HAVE THEM OPERATION II - ROUGH GRADING READILY AVAILABLE ON-SITE AT ALL TIMES FOR INSPECTION BY DEQ, LOCAL AUTHORITIES OR ENGINEER. 1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED IN THE: SITE PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY S. ALL PONDS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF SLOPES SHALL BE PROMPTLY MADE AS NEEDED. STOCKPILED FOR REUSE. C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM PONDS WHEN THEY EXCEED A HEIGHT OF ONE FOOT. - 2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSED BY A SILTATION FENCE. D. SEDIMENT SHALL BE DISPOSED OF ON-SITE OR AS DIRECTED) BY THE ENGINEER AND LOCAL.GOVERNING OFFICIALS. OPERATION Ill - FILLING EROSION AND SEDIMENT CONTROL PLAN 1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL STRUCTURES SHALL BE PROPERLY IMPLEMENTED, MAINTAINED AND FULLY 1. HAY BALE FILTERS OR SILTATION FENCE WILL BE INSTALLED AT ALL CULVERT OUTLETS AND ALONG THE TOE OF ALL CRITICAL CUT AND INSTALLED, AS DIRECTED BY THE ENGINEER AND AS SHOWN ON THIS PLAN. FILL SLOPES. 2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS SHALL BE GOOD QUTALITY, WITH LESS THAN 5% FINES PASSING THROUGH A #200 2, CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS, ENERGY DISS!PATORS WILL BE PROVIDED AS NECESSARY. SIEVE (BANK RUN), SHALL BE PLACED IN ONE FOOT LIFTS, AND SHALL BE COWPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN CONTRACT SPECIFICATIONS. 3. CATCH BASINS WILL BE PROTECTED WITH HAY BALE FILTERS; OR SILTATION FENCE THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL w o- DISTURBED AREAS ARE THOROUGHLY STABILIZED. n Z 3. AS GENERAL GRADING OPERATIONS PROGRESS, THE TEMPORARY DIVERSION [DITCHES SHALL BE RAISED OR LOWERED, AS NECESSARY, TO DIVERT SURFACE RUNOFF TO THE BASINS. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK. PLANNING BCS)-RD Vl N OPERATION IV - PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND BUILDING CONSTRUCTION. 5. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION WHENEVER POSSIBLE APPR^��D z o v o � 0) co 1. STAKED HAY BALES OR SILT FENCES SHALL BE INSTALLED AT THE DOWNHILIL SIDES OF BUILDING EXCAVATIONS, MUD PUMP DISCHARGES, 6. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. Lu> o° � AND UTILITY TRENCH MATERIAL STOCKPILES. 7. ADDITIONAL CONTROL MEASURES WILL BE INSTALL DURING CONSTRUCTION PERIOD. IF NECESSARY OR REQUIRED. SITE PLAN Of 0 OPERATION V - FINAL GRADING AND PAVINGZ B. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. 1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND MAINTAINED AS DISCUSSED IN OPERATION IV. 9. THE CONTRACTOR IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY 2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK FACED EMBANKMENTS OR JUTE MESH AND VEGETATION. INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARIIES ENGAGED ON THE CONSTRUCTION SITE OF Designed C.A.F. ALL SLOPES SHALL BE SEEDED, AND THE ROAD SHOULDER AND BANKS WILL BIE STABILIZED IMMEDIATELY UPON COMPLETION OF FINAL THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFY THE CITY OF SALEM PLANNING COMMISSION OFFICE OF ANY TRANSFER OF Drawn C.A.F. THIS RESPONSIBILITY AND FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. Checked S.N. GRADING UNTIL TURF IS ESTABLISHED. Approved R.A.L. 3. PAVEMENT BASE COURSES SHALL BE INSTALLED OVER AREAS TO BE PAVED, AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED AND Scale AS NOTED UNDERGROUND UTILITIES HAVE BEEN INSTALLED, Project No. 000862 4. CONSTRUCT PAVEMENT, PLACE TOPSOIL, FINAL SEED, MULCH AND LANDSCAPING. Date 09/05/01 CAD File dnc86204 4. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES ONLY AFTER ALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED AND THE SITE HAS BEEN INSPECTED AND APPROVED BY THE CITY. TItle NOTE TO CONTRACTOR: CONTRACTOR IS REQUIRED TO MAINTAIN A CONSTRUCTION SCHEDULE AND POST IT ON SITE. Detail THE CONSTRUCTION SCHEDULE AND WEEKLY REPORTS ARE TO BE FORWARDED TO THE OWNER. . Sheet Sheet No. FOR PERMITTING ONLY c _4 DN NOT FOR CONSTRUCTION 0x THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES bra+.+.+ ----..-- --- - ------ - -- ---�--.--I--r-----.. I T i V II i i Companies om an es P ARCHITECTURE ENGINEERING PLANNING LANDSCAPE ARCHITECTURE PRUNING SHALL BE IN ACCORDANCE ENVIRONMENTAL SCIENCES WITH APPROVED HORTICULTURAL LAND SURVEYING STANDARDS IN ORDER TO PRESERVE THE NATURAL FORM OF THE SPECIFICANALYTICAL SERVICES PLANTS. IF APPLICABLE & APPROVED BY THE LANDSCAPE ARCHITECT, ONE- ` FOURTH TO ONE-THIRD OF THE WOOD / 355 idea,C P06450 arkway SHALL BE REMOVED BY THINNING BLACK RUBBER Meriden,30 406 OUT TO BALANCE ROOT THINNING DUE REINFORCED HOSE (203)630-1406 NOT LESS THAN (203)630-2615 Fax TO TRANSPLANTING. 1/2" I.D. ABOVE FIRST SET OF BRANCHES - BLACK RUBBER REINFORCED HOSE 2 STRANDS OF 12 GAUGE r GUY WIRES NOT LESS THAN GALV. WIRE, TWISTED 1/2" I.D. ABOVE FIRST Ii SET OF BRANCHES 2"X2"X8'-0" POINTED CEDAR STAKES---A1 TURNBUCKLE 2 STRANDS OF 12 GAUGE GALV. 3 STAKES PER TREE - DRIVE 11 WIRE, TWISTED AT ANGLE AND DRAW VERTICAL. II SPACING AS SPECIFIED GUY WIRES II FLAG 2" SHREDDED SEE PLANT SCHEDULE n CUT BURLAP FROM BARK MULCH 2"X2"X8'-0° POINTED CEDAR STAKES: - rl TOP 1/3 OF ROOT BALL I SET TOP OF ROOT BALLLANDSCAPE � ^ 3 STAKES PER TREE - DRIVE11 TREEWRAP AT OR SLIGHTLY ABOVE I MULCH FIN. GRADE AT ANGLE AND DRAW VERTICAL II � II TURNBUCKLE FINISHED II 3" SOIL SAUCER TYP. I GRADE CUT BURLAP AND WIRE BASKETS 11 FLAG 11 1 FROM TOP 113 OF ROOT BALLTOPSOI I I FINISHED GRADE-------- _ 11 SET TOP OF ROOT BALL .... .., . TOPSOIL 4 MULCH - FINELY I I I- ' . .:.A.• AT OR SLIGHTLY ABOVE SHREDDED BARK MULCH - z :: FIN. GRADE - APPROVED II PLANTING MIX I - - ,.: _ w (SAMPLE TO BE ) 1 " BELOW �� I —��I�- GRADE SUBSOIL -II o LL- \ 12" PLANTING SOIL MIX w 3" SOIL SAUCER TYP. L-45' FINISHED GRADE SCARIFY ANY GLAZED SIDES OR _ _ III-1 2"X2" STAKES COMPACTED TOPSOIL - HARDENED SURFACES IF PITS I I I _ SUBGRADE W Mal i I-i I I-II�I-III III-11 i '' ` s �� ARE DUG WITH AUGERING DEVICE =1I I I �I 12 NOTE: SUBSOIL _ _ ��11-1 ` `" Z MIN. 1 PERENNIALS TO BE PLANTED IN FALL. W 2"X2" STAKES COMPACT PLANTING MIX EQUALS TWICE ROOT BALL DIA. 2 ROTOTILL FERTILIZER AND LIME INTO SOIL PRIOR TO PLANTING AND IN ACCORDANCE TO SOIL ANALYSIS V PLANTING MIX - o ...... BELOW BALL. PITCH TO RECOMMENDATIONS. -I . 0 6" MIN. PERIMETER OF PIT - SCARIFY GLAZED SIDES _ - 3 DO NOT OVER COMPACT PLANTING BED. WATER THOROUGHLY AFTER PLANTING BULBS. L OR HARDENED SURFACE I �l i11 1-III- 12„ STAKING GUYING m r II— I- ll MIN. 4 ADJUST PLANTING DEPTH AS RECOMMENDED BY BULB SUPPLIER. ~ w I IF PITS ARE DUG WITH I � -IL11111�L I��,I STAKING FOR EVERGREEN TREES GUYING FOR EVERGREEN TREES z LLI Q AUGERING DEMCE r OVER 6' HT. OVER 10' HT. EQUALS TWICE 5 PROVIDE DRAINAGE AS REQUIRED (PERF PIPE 4 ADS) WHEN SUBGRADE IS CLASSIFIED AS A HEAVY SOIL OR Z COMPACT PLANTING MIX BALL DIAMETER NOTE: SHOULD STAKING OR GUYING BE REQUIRED EXCESSIVELY COMPACTED. " " Q BELOW BALL. PITCH TO W PERIMETER OF PIT SEE DECIDUOUS TREE PLANTING DETAIL FOR METHODS. ANNUAL/PERENNIAL 0 w w ca Q < 5 cc� DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING AND GROUNDCOVER BEDS Q cc N.T.S. BLLD-008 N.T.S. r BLLD-007 N.T.S. BLLD-002 O O 6 I— O cf) (-I = J U Toa J Z (-Iw m a u- o C N p IL zU MODEL R-8716 O - U W � w \ z_ 01 rF 1`0 90, i yth ' k}' PAVERS 203mmmm 4" LENGTH BEDDING COURSE o. ® #4 REBAR 50 MM SET BALLTOP OF AT OR SOLIGHTLY (2") w MULCH O o_ ABOVE FIN. GRADE M � � �3" SOIL SAUCER (TYP.) En Z LIJ CUT BURLAP FROM TOP o 1/3 OF ROOT BALL TOPSOIL _„0 _ PLANTING MIX SUBSOIL z N 72" [1 294 ] TREE GRATE HALVES BfOLTED TOGETHER I I I I z 6" SCARIFY SIDES OF / (2) 1/2" (13MM) X 3" (75 MM) STNLS. STL. SCARIFY GLAZED ROOT BALL CONCRETE FOOTING \ SIDES OR HARDENED 6„ MIN. \� HEX. BOLT AND HEX. NIUT w/ WASHERS _I w o° SURFACE IF PITS COMPACTED PLANTING I I I 0! ARE DUG WITH MIN. MIN. y MIN. MIX BELOW BALL (TYP.) PLAN I 200 MM (8") d AUGERING DEVICES EQUALS TWICE EQUALS TWICE I I I Z BALL DIAMETER BALL DIAMETER BALLED CONTAINER u I I I I I ( I I I I I I I I I I I I I II I I ed AND BURLAPPED GROWN Dawn C.A.F. NOTE: 10mm [3/8"] TYP. 102mm [4"] COMPACTED Checked S.N.* IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATE AND MULCH ENTIRE BED 48mm [1 7/8"]-{ [15 TYP.]I 2[1"j m 00 NOTE: ALL DIMENSIONS ARE SHOWN IN ENGLISH AND Approved R.A.L. J- J�I -I [METRIC]. COMPONENT NO'S: (2) TREE GRATE MODEL NO. Scale AS NOTED 8716-0002 BY NEENAH OR APPROVAL EQUAL MATERIAL: CAST [13mm1 [10mm]�� —� GRAY IRON ASTM A-48, CLASS 35B SECTION Project No. 0OC862 d 1/2" 3/8" 25mm ' SHRUB PLANTING N Date 09/05/01 TREE GUARD LUGS [1"j u FINISH: BLACK SATIN PRIMER OR PRIME COAT CAD File dnc86205 BLACK SATIN PRIMER OR FINISH COAT pLAI'V t 119 O/ N.T.S. BLLD-005 E (2) PER 180' SECTION 'V 1�1 rn E E WEIGHT: 778#/SET `RD APPROVED Title Detail SITE PLAN Sheet TREE GRATE N.T.S Sheet No. r oCq to FOR PERMITTING ONLY CID DIN-5 NOT FOR CONSTRUCTION v m X } THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES r-- - -- - - - - *---..- -- ------ _ =.U' STANDING SEAM METAL ROOF i T.O. RIDGE _ _ _ 48'-5 1/2" INTERNALLY LITE i' \ WALL SIGN Companies SPLIT FACED CMU PIILASTER AENGINEER NGE - E.I.F.S. ELEVATOR PENTI-IOUSE E.I.F.S. BAND METAL COPING LANDSCAPE ARC TECTURE T.0_P. _ °o' BEYOND E.I.F.S. WINDOW PANEL 401_On - � � LAND SURVEYING co , ' . -. .. 38-0 E s ..... NVIRONMENTAL SCIENCE i - - - - ,• - - - - - - - - - - - - - - - . . - - -.-. - - r - _..T - - _ ANALYTICAL SERVICES TOP OF STEEL - -•• - - -. - - - - - - - - - -. - - - - . - . . - .. . . 36 3 I/2 800 STORE _» �* . . .. . . . . . . " . . • .. 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