GREEN STORMWATER INFRASTRUCTURE DRAWING REQUIREMENTS PACKET

Transcription

1 REEN STORMWATER NFRASTRUCTURE DRAWN REQUREMENTS PACKET Last Updated: September 8, 2015

2 S Drawing Requirements Document Format This document contains drawing requirements and guidelines derived from both existing PWD policies and past experience. They are presented in the following categories:. ntroduction eneral Requirements Symbology & Labeling Dimensions & Elevations... 7 V. Standard Notes... 8 V. Landscape Plans... 8 Attachments The following attachments are included at the end of this document. Attachment A: Proposed Callouts Attachment B: Proposed Symbols Attachment C: Line Types and Hatching Attachment D: Lettering Revision History This document is continuously evolving, so users should consistently make sure they are using the latest version by checking with the assigned PWD project manager. Revisions to this document are recorded here: Effective Date 9/8/2015 Description of Revision Added Revisions Table Added Relationships with Other Resources and References to the ntroduction Updated organization and formatting of packet Removed information that was redundant with Attachments Updated OOW S CAD Standards to include new standard blocks, revised line type styles, and inclusion of rendering layers mproved System & SMP numbering section Added maintenance component D s 2

3 S Drawing Requirements. ntroduction This packet provides requirements to be used in the drawing of all reen Stormwater nfrastructure (S) projects funded and/or maintained by the Philadelphia Water Department (PWD). The following information is to be used throughout the design process by PWD staff, providers of professional engineering services hired by PWD, and other agencies/partner organizations that are working with PWD. All PWD S drawings must, at a minimum, meet the standards outlined within this packet. This packet contains requirements, which must be followed, and guidelines, which are generally followed but contain exceptions. Requirements are indicated by the words must and will, while guidelines use words such as can and should. uidelines will still generally be followed and can be enforced strictly by PWD. There may be additional limitations beyond those mentioned below. Some constraints may be modified in certain circumstances, at the direction of the PWD project manager. A. Relationships with Other Resources and References The publication of the PWD S Drawing Requirements Packet follows a number of related resources. These related resources should be used by the designer for reference and additional contextual information. Always refer to the most current resources. 1. Philadelphia Water Department reen Stormwater nfrastructure CAD Standards. The Office of Watersheds (OOW) has developed a S CAD Standard that includes all necessary files for drawing to PWD S standards. The OOW S CAD standard includes templates (.DWT), pen tables (.CTB), support files (.SHX and block libraries), and a supporting manual. While this packet outlines the necessary line types, symbols, and callouts specific to S to allow consultants to develop their own CAD standard, it is highly suggested that the OOW S CAD Standards are used. Consultants under contract with OOW are required to use these standards zip Note on Other Packets : The PWD S Drawing Requirements Packet is one of three main Packets that describe the requirements for S projects funded and/or maintained by PWD: the S Design Process Workflow Packet, the S Design Requirements & uidelines Packet, and the S Drawing Requirements Packet. 2. Philadelphia Water Department reen Stormwater nfrastructure Design Process Workflow Packet. This document provides summary workflows, detailed workflows, and expanded process descriptions that describe the process for S projects funded and/or maintained by PWD. Packet_ pdf 3

4 S Drawing Requirements 3. Philadelphia Water Department reen Stormwater nfrastructure Design Requirements & uidelines Packet. This packet provides requirements and guidelines to be used in the design of S projects funded and/or maintained by PWD. Packet_ pdf 4. Philadelphia Water Department reen Stormwater nfrastructure Standard Details. This catalogue includes standard and example details required for use on PWD S projects. Standard PWD S details must be used to the maximum extent feasible. n addition to the standard PWD Details, Streets Department details for curb and driveway restoration must be included where pavement or curb restoration will be required. Details in CAD format are also available Philadelphia Water Department Water & Sewer Design Manual. This manual promotes uniformity in the presentation of water and sewer plans by establishing a general format and outlining detailed information required for the preparation of complete water and sewer contract drawings. The PWD Water & Sewer Design Manual should be used as a companion to this packet along with any specific requirements provided for the given project. Note on the Drawing Requirements in the Water & Sewer Design Manual: The PWD S Drawing Requirements Packet is based on the standards defined in the PWD Water & Sewer Design Manual. Design professionals working on PWD S may find it useful to familiarize themselves with the Water& Sewer Design Manual sections on Contract Drawings and Drawing Standards. 4

5 S Drawing Requirements. eneral Requirements A. Drawing Size 1. All drawings must be on 30 x42 paper and conform to the PWD Water Sewer Design Manual requirements except where noted below. a. Sheet 30" x 42" b. Outer Border 29" x 41" (1/2" from top, bottom, right, and left) c. nside Border 27" x 39" (1" from top, bottom, right, and left) d. Title Block 5" x 9" in lower right corner B. Drawing Scales 1. Draft the location plans at an appropriate scale to fit the site content and maintain legibility. 2. Draft the detailed site plans at a 1" = 10' scale or as approved by the PWD project manager. S on water/sewer projects may be drafted at 1 =20, if determined legible. 3. Draft the sections at a 1/4 " = 1' 0" scale or as otherwise appropriate and as approved by the PWD project manager. 4. Draft the profiles at a 1 =5 vertical scale and a 1 =10 horizontal scale or as otherwise appropriate and as approved by the PWD project manager. C. Sheet Layout 1. The Consultant s name or company logo should be included to the left of the title block on each sheet. 2. List the completion date directly below the consultant s name or logo. At each submission ensure that this date is updated to aid in version tracking. 3. During design development, label plans in accordance with their submission milestone: a. Concept Submission b. Preliminary Design c. Substantially Complete Design d. Pre Final Design 4. Final plans are to be stamped by a registered Professional Engineer in the State of Pennsylvania. 5. Provide the following on each plan drawing above the title block as shown in the PWD Water Sewer Design Manual: a. Ward number b. Sewer Plat Number c. Highway District Number d. Streets Survey District Number e. One Call Serial Number f. Outfall Number (if applicable) 6. Work numbers are to conform to the requirements outlined in Section 1 Project nitiation of the PWD Water & Sewer Design Manual. For green stormwater projects, work numbers should be given the prefix of (S) and the suffix of (), for example: S n plan view, orient the primary street horizontally across the sheet, with the north arrow oriented up in reference to the horizontal line. 8. Show connecting plan sheets with appropriate use of match lines. 9. Proposed legend must be included on all sheets. 10. Plan view, sections, and profiles should generally be included for all systems, (exception below). a. Exception: For S on water/sewer projects that include stormwater tree trenches, profiles of the tree trenches should be included as needed and a typical detail can be 5

6 S Drawing Requirements used instead. However, where systems have multiple utility crossings, non standard piping configurations, or if requested by the PWD project manager, a section or full profile must be provided. b. For S on water/sewer projects, the proposed S must be drafted in grey scale on proposed water and sewer sheets, similar to how proposed water is drawn on a proposed sewer plan. On green sheets, the proposed water and sewer must be drafted in grey scale.. Symbology & Labeling A. eneral 1. Standard PWD S symbols and labeling must be used to the maximum extent feasible. See Section B and C below and Attachments A and B. 2. f features are owned and/or maintained by entities other than PWD, ownership must be added to all relevant callouts or otherwise distinguished through a note on the design plans. B. System & SMP Numbering PWD uses a unique numbering methodology to identify S assets. The numbering begins on the design plans and in the design metrics report and then is carried over to PWD s S asset tracking system and green metrics tracking database. See Attachment A for templates of system and SMP numbering callouts. 1. Numbers are assigned sequentially based on the Project D and the systems and SMP s within a project. 2. PWD project manager will communicate Project D to the provider at the start of the project. The Project D is used in both the system and SMP numbers. System and SMP numbers will be developed by the consultant and added to the design plans after concept approval. 3. The numbering on the design plans must match the numbering submitted in the final design metrics report. 4. Labels should be bold and prominently displayed. 5. System labels are composed of the project D and the system number in the format: System [Project D] [System Number]. 6. SMP labels are composed of the SMP type, the project D, system number, and SMP number in the format: [SMP Type] [Project D] [System Number] [SMP Number]. 7. SMP types included in the SMP labeling must conform to those defined by the reporting requirements defined in S Design Requirements & uidelines Packet, Attachment. 8. The figure below illustrates how system and SMP numbers are assigned sequentially within a project and how a work number may be composed of many projects. 6

7 S Drawing Requirements Work Number Project D 20 Project D 302 Project D 55 System 20 1 System System System 55 1 Rain arden SMP Planter SMP Tree Trench SMP Planter SMP Bump out SMP Planter SMP Tree Trench SMP Tree Trench SMP Figure: Relationship between work numbers, projects, systems, and SMPs C. Maintenance Component D s PWD uses a unique numbering methodology to identify S components, such as inlets, pipes, cleanouts, observation wells, and other hard structures. Similar to the system and SMP numbering, the component D s are subsequently carried over to PWD s S asset tracking system. See Attachment A for templates of component D callouts. 1. Numbers are assigned by the PWD S Maintenance roup. S Maintenance will mark up the design plans with the appropriate component D s during substantially complete design review. 2. The provider should incorporate these mark ups into the final plan sets. 3. Component D s are typically included in a tabular format on the design sheets.. Dimensions & Elevations Comprehensive dimensioning of S plans is critical to achieving accurate construction and calculation of green storage metrics. Designers should ensure that sufficient dimensions are provided to determine compliance with design requirements. 1. All controlling and designed elevations must be dimensioned in plan or profile view, as appropriate. ncluding, but not limited to, the following: a. Top of stone b. Bottom of stone c. Top of soil d. nlet grate or BC and TC elevations e. nvert of grates (rim elevation) of domed risers and overflow control structure f. nverts of inlet pipe connections g. Pipe inverts (distribution, underdrain, and sewer laterals) h. Top of earthen berms (porous pavement and rain gardens) 7

8 S Drawing Requirements i. nverts of trench drains j. Top of planter walls k. rade elevations for new sidewalk and paving (direction and cross slope) 2. Lengths and widths of all proposed items must be dimensioned in plan view from a fixed reference point to allow for construction. V. Standard Notes The following standard notes must be included on all S plans: 1. All distances shown are in district standard measurement. Payment for all work will be based upon that standard. 2. The locations and elevations of the existing utilities are approximate. The elevations of the existing utilities must be field checked during construction. 3. All sidewalks and curbing to be replaced in kind along full limits of construction to next existing joint or as directed by PWD. 4. Sufficient Erosion and Sedimentation Control Measures must be installed and maintained by the Contractor as to prevent standing water or sedimentation of stormwater systems. Systems determined by PWD to be inadequately protected and thereby compromised must be replaced to the extent required by PWD (up to and including full replacement) at no additional cost to PWD. V. Landscape Plans 1. Trees and woody shrubs must be shown in simple plan view graphics showing the plant material at mature size. 2. Herbaceous plants may be shown either by use of individual graphics or by use of a solid closed polyline showing the extent of a single species massing. The plant symbol with quantity should be noted within the polyline if possible. Example PV (22) would note Panicumvirgatum, switchgrass in a massing of twenty two plants. Polylines next to each other should not overlap, but allow white space between each other for graphic clarity. The quantity for each species massing must correlate with its spacing noted in the Planting Schedule. f a mix is specified, a detail plan should be provided with the layout. 3. The bottom of basin and extent of ponding area must be shown. 4. The extent of stone storage areas under plantings must be shown. 5. The size of plants listed in the plant schedule must match the nursery trade. For example, trees are sold in a range of caliper such as "2 2 ½" rather than given as an exact measurement. 6. Existing plants that are located within the view frame should be shown at their current size. 8

9 S Drawing Requirements Attachment A: Proposed Callouts These are common proposed callouts for S construction plans. The callouts are followed by the general information used to populate them. The format of these callouts is important for informing PWD s S records and will be strictly enforced.

10 CALLOUT VARABLES The callout library was created to be applicable to numerous proposed and existing features in a green stormwater infrastructure project. This table has been created to assist the user in determining the appropriate information to complete these callouts for a specific project. Callout variables are typically enclosed within angle brackets, < and > and the contents describe the information that the user will insert. n cases where the user is expected to insert a numeric value, the letter X is used as a placeholder. Different levels of detail are displayed using callouts in the various views shown on a project plan sheet. enerally location plans show only existing feature callouts. Plan views show existing feature callouts along with proposed features callouts omitting detailed design information. Profiles and sections views include more design details for proposed features such as elevations. Variable Possible Values XX,XXX Drainage Area (SF) XX-X System dentifier XX-X-X Unique SMP dentifier +XX.XX Elevation -XX Plan Sheet <SURFACE TYPE> PERVOUS MPERVOUS BASN NFLTRATON COLUMN BLUE ROOF NFLTRATON/STORAE BUMP-OUT TRENCH CSTERN/RAN- PERVOUS PAVN BARREL PLANTER <SMP TYPE> DEPAVN RAN ARDEN DRANAE WELL STORMWATER TREE REEN UTTER SWALE REEN ROOF TREE TRENCH WETLAND <NLET STYLE> <SEWER STYLE> <UTLTY NAME> <PROTECTON> HWY RATE NLET CTY NLET OM NLET STANDARD REEN NLET OTHER (Custom nlets) VCP Brick RCP Water as Sewer Verizon Storm Sewer SEPTA PECo WTH WATER QUALTY NSERT WTHOUT WATER QUALTY NSERT WTH SUMP WTH SUMP AND WATER QUALTY NSERT TC RM <TOP> RATE <CONNECTON> <SMP TYPE> <NLET STYLE> +XX.XX <UNDERDRAN> X/X ORFCE SOLD CAP X N NV. ELEV.+XX.XX FROM <CONNECTON> X OUT NV. ELEV. +XX.XX TO <CONNECTON> <FEATURES> WER WALL ELEV. +XX.XX X N NV. ELEV. +XX.XX CORED NTO NLET WTH <UNDERDRAN> <PROTECTON> WTH WHEELSTOP <WHEELSTOP> WTHOUT WHEELSTOP

11 ATTRBUTE CALLOUTS NLETS AND MANHOLES EXSTN UTLTY CALLOUTS OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

12 SURFACE TYPE CALLOUTS STE FEATURE CALLOUTS OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

13 PLAN VEW - EXSTN UTLTY CALLOUTS PLAN VEW - EXSTN FEATURES CALLOUTS (TO BE REMOVED) OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

14 PLAN VEW - SMP CALLOUTS <SMP TYPE> XXX-X-X OBSERVATON WELL (TYP.) LMTS OF 40 ML. EOMEMBRANE LNER (TYP.) EARTHEN SPLLWAY X' WDE, +XX.XX CREST ELEV. PLAN VEW - SMP NLET CALLOUTS X' <NLET STYLE> NLET X"xX' TRENCH RATE (SEE DETAL ON -XX) X" DOMED RSER (SEE DETAL ON -XX) CONTROL STRUCTURE <NLET STYLE> (SEE DETAL ON -XX) SUBSURFACE CONTROL STRUCTURE (SEE DETAL ON -XX) JUNCTON CHAMBER (SEE DETAL ON -XX) RECONNECT TO EXSTN VCP NLET PPE WTH CONC. COLLAR RECONNECT TO EXSTN SEWER WTH CONC. SADDLE OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

15 PLAN VEW - SMP PPE CALLOUTS CLEANOUT (TYP.) ANT-SEEP COLLAR (TYP.) 22.5 BEND (TYP.) X" SOLD HDPE X% SLOPE X" SOLD HDPE DSTRBUTON X.X% SLOPE X" PERFORATED HDPE X% SLOPE X" PERFORATED HDPE DSTRBUTON X.X% SLOPE X" SOLD DUCTLE RON DSTRBUTON PPE FOR STREET CROSSN X HDPE WYE FTTN WTHN 18 MAX. OF <NLET STYLE> NLET PLAN VEW - SMP MSC. CALLOUTS CONCRETE APRON (SEE DETAL ON -XX) SPLASH PAD (SEE DETAL ON -XX) X" WDE CONCRETE CHANNEL (SEE DETAL ON -XX) PLAN VEW - STE RESTORATON CALLOUTS REPLACE CURB RAMP (SEE SPECFCATONS) REPLACE DRVEWAY (SEE SPECFCATONS) RESTORE RASS STRP WTH STRAHT EDE PLAN VEW - COMPONENT LABELN # OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

16 *SEE APPENDX C FOR NSTRUCTONS FOR CHANN THE LEADER HEAD. OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

17 OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

18 OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

19 SECTON - EXSTN UTLTY CALLOUTS SECTON - SMP NLET CALLOUTS X' <NLET STYLE> NLET <PROTECTON> <TOP> ELEV. +XX.XX X" OUT NV. ELEV. +XX.XX TO <CONNECTON> X' <NLET STYLE> NLET <PROTECTON> <TOP> ELEV. +XX.XX X" N NV. ELEV. +XX.XX FROM <CONNECTON> X" OUT NV. ELEV. +XX.XX TO <CONNECTON> (SUPPORT AND PROTECT-SEE SPECFCATONS) SECTON - EXSTN FEATURES CALLOUTS X' <NLET STYLE> NLET <TOP> ELEV. +XX.XX X" N NV. ELEV. +XX.XX CORED NTO NLET <UNDERDRAN> FROM <CONNECTON> X" OUT NV. ELEV. +XX.XX TO SEWER X" N NV. ELEV. +XX.XX CORED NTO WTH <UNDERDRAN> FROM <CONNECTON> (TO BE REMOVED) XX" DOMED RSER (SEE DETAL ON -XX) <TOP> ELEV. +XX.XX <PROTECTON> TO <CONNECTON> (PROTECT - SEE SPECFCATONS) SUBSURFACE CONTROL STRUCTURE (SEE DETAL ON -XX) <FEATURES> CONTROL STRUCTURE <NLET STYLE> (SEE DETAL ON -XX) <TOP> ELEV. +XX.XX <FEATURES> * SECTON - SMP CALLOUTS <SMP TYPE> XXX-X-X (SEE DETAL ON -XX) <SMP TYPE> XXX-X-X TOP OF STONE +XX.XX TOP OF STONE N CARTWAY +XX.XX BOTTOM OF STONE +XX.XX 6" THCK SAND LAYER JUNCTON CHAMBER (SEE DETAL ON -XX) <TOP> ELEV. +XX.XX <FEATURES> SECTON - SMP PPE CALLOUTS ANT-SEEP COLLAR (TYP.) CLEANOUT (TYP.) 22.5 BEND (TYP.) OBSERVATON WELL (TYP.) X" SOLD HDPE DSTRBUTON X.X% SLOPE TREE PT (SEE TYPCAL DETAL ON -XX) SECTON - STE RESTORE CALLOUTS REPLACE CURB RAMP (SEE SPECFCATONS) X" SOLD HDPE X% SLOPE X" PERFORATED HDPE DSTRBUTON X.X% SLOPE X" PERFORATED HDPE X% SLOPE X" SOLD DUCTLE RON DSTRBUTON PPE FOR STREET CROSSN REPLACE DRVEWAY (SEE SPECFCATONS) RESTORE RASS STRP WTH STRAHT EDE X HDPE WYE FTTN WTHN 18 MAX. OF <NLET STYLE> NLET DRANAE AREA CALLOUT <SURFACE TYPE> DRANAE AREA TO SYSTEM <XX-X> XX,XXX SF SECTON - SMP MSC. CALLOUTS X" WDE CONCRETE CHANNEL (SEE DETAL ON -XX) CONCRETE APRON (SEE DETAL ON -XX) *SEE APPENDX C FOR NSTRUCTONS FOR CHANN THE LEADER HEAD. OBJECTS SHOWN ABOVE WERE NSERTED NTO MODEL SPACE AND SET TO A VEWPORT SCALE OF 1"=10'.

20 S Drawing Requirements Attachment B: Proposed Symbols These are common proposed symbols for S construction plans. The specific symbols are important for informing PWD s S records along with plan clarity and will be strictly enforced.

21 PROPOSED LEEND (1 OF 2) 10 SCALE 10 SCALE W/ DUAL TRAP NLET PROPOSED LEEND PROPOSED LEEND PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET STORMWATER TRENCH R DENOTES PROPOSED NLET TO BE RECONNECTED STORMWATER TRENCH 6 6 FT. DUAL TRAP NLET C/R NEW CURB RAMP # TREE PT C/R NEW CURB RAMP R DENOTES PROPOSED NLET TO BE RECONNECTED # TREE PT 20 SCALE 20 SCALE W/ DUAL TRAP NLET PROPOSED LEEND PROPOSED LEEND PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET STORMWATER TRENCH R DENOTES PROPOSED NLET TO BE RECONNECTED STORMWATER TRENCH 6 6 FT. DUAL TRAP NLET C/R NEW CURB RAMP # TREE PT C/R NEW CURB RAMP R DENOTES PROPOSED NLET TO BE RECONNECTED # TREE PT LEENDS SHOWN ARE PRNTED AT FULL SCALE FROM PAPER SPACE.

22 PROPOSED LEEND PROPOSED LEEND (2 OF 2) 30 SCALE 30 SCALE W/ DUAL TRAP NLET PROPOSED LEEND PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET C/R STORMWATER TRENCH NEW CURB RAMP R DENOTES PROPOSED NLET TO BE RECONNECTED # TREE PT C/R STORMWATER TRENCH NEW CURB RAMP 6 R 6 FT. DUAL TRAP NLET DENOTES PROPOSED NLET TO BE RECONNECTED # TREE PT PROPOSED LEEND 40 SCALE 40 SCALE W/ DUAL TRAP NLET PROPOSED LEEND PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET PERFORATED PPE SOLD PPE 4 FT. REEN CTY NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET CLEANOUT OBSERVATON WELL 4 FT. REEN HHWAY RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET ANT-SEEP COLLAR 4 4 FT. OPEN MOUTH RATE NLET C/R STORMWATER TRENCH NEW CURB RAMP R DENOTES PROPOSED NLET TO BE RECONNECTED # TREE PT C/R STORMWATER TRENCH NEW CURB RAMP 6 R 6 FT. DUAL TRAP NLET DENOTES PROPOSED NLET TO BE RECONNECTED # TREE PT LEENDS SHOWN ARE PRNTED AT FULL SCALE FROM PAPER SPACE.

23 PROPOSED LEEND - CUSTOM PROPOSED LEEND PERFORATED PPE SOLD PPE CLEANOUT OBSERVATON WELL ANT-SEEP COLLAR STORMWATER TRENCH 4 FT. CTY NLET 6 FT. CTY NLET 4 FT. HHWAY RATE NLET C/R NEW CURB RAMP 6 FT. HHWAY RATE NLET DOMED RSER 4 4 FT. OPEN MOUTH RATE NLET OVERFLOW STRUCTURE 6 FT. OPEN MOUTH RATE NLET # CONCRETE APRON TREE PT 6 R 6 FT. DUAL TRAP NLET DENOTES PROPOSED NLET TO BE RECONNECTED ROCK CONSTRUCTON ENTRANCE 4 DENOTES REEN NLET DENOTES 4' NLET SF 6 DENOTES 6' NLET SF SF SOL STOCKPLE NFLTRATON COLUMN ROCK FLTER OUTLET CURB CUT LEENDS SHOWN ARE PRNTED AT FULL SCALE FROM PAPER SPACE.

24 S Drawing Requirements Attachment C: Line Types and Hatching The following line types include and build upon the line types described in the PWD Water and Sewer Design Manual. The following hatching is to be used to properly demonstrate plan features.

25 BASE PLAN TEMPLATE LAYERS X X X X X X X X X X X X X X X

26 EXSTN LNETYPES AND HATCHN LOCATON / PLAN VEW TEM COLOR LNE/ HATCH TYPE SCALE HATCH ANLE HOUSE LNE 1 CONTNUOUS CURB LNE 4 CONTNUOUS PECo LNE 22 PECo LNE* AS LNE 51 AS LNE* VERZON LNE 30 VERZON LNE* SEPTA LNE 221 SEPTA LNE* SEWER LNE 70 SEWER LNE* WATER LNE 151 WATER LNE* SEPARATE SEWER LNE 70, 112 SEWER LNE* AND SANTARY SEWER LNE STEAM 2 STEAM* TREE LNE 7 TREELNE SHRUB LNE 7 SHRUBLNE PROPERTY BOUNDARY 2 PROPERTY BOUNDARY* BULDN LNE 6 BULDN LNE FENCE 7 FENCELNEX X X X X X X X X X EASEMENT 251 EASEMENT* RALROAD 181 RALROAD* RASS 253 RASS 3.5 VARES TOPO 7 TOPO* NOTE: SET DSPLAY ORDER FOR ALL HATCHN TO THE BACK *USER DEFNED LNETYPE. PLEASE REFER TO THE CADD STANDARDS MANUAL FOR LNETYPE LOADN NSTRUCTONS. OBJECTS SHOWN ARE SET TO A VEWPORT SCALE OF 1"=10'.

27 EX-DMS-ROW EX-NLET EX-PROF-NLET EX-PROF-UTL-COMM EX-PROF-UTL-ELEC EX-PROF-UTL-AS EX-PROF-UTL-NLET EX-PROF-UTL-SEPTA EX-PROF-UTL-SEWER EX-PROF-UTL-WATER EX-STREETSCAPE EX-TEXT EX-UTL-SEWER -ANT SEEP COLLAR -BULDN -BULDN-HATCH -CONC APRON -CONC APRON-HATCH -CURB -CURB-FUTURE -CURB RAMP -CURB RAMP-HATCH -CURB RAMP TEXT -DEMOLTON XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX -DMS -DMS-LOCATON -DRANAE AREA DA DA DA DA DA DA DA -DRANAE AREA-TEXT -DRWY-HATCH -EROSON CONTROL -EROSON CONTROL-TEXT -FENCE X X X X X X X X X X -RADE -HATCH -HDPE LNER -NLET -NLET-HATCH -NLET-LABELS -LA-BEDLNE -LA-DETAL -LA-RASS-L -LA-RASS-SM -LA-HATCH -LA-HERBACEOUS -LA-ORNAMENTAL -LA-SHRUB-L -LA-SHRUB-SM -LA-TEXT -LA-TREE-L -LA-TREE-SM -LEEND -LOD LOD LOD LOD LOD LOD LOD -LOD_SF LOD/SF LOD/SF LOD/SF LOD/SF -MATCHLNE -NOTES -PAVE RESTORE -PERVOUS PAVE -PPE -PPE-HATCH -PPE-PERFORATED -PLANTER BOX -PROFLE-RD -SAND-HATCH -SAWCUT -SCALE -SECTON -SLT FENCE SF SF SF SF SF -SPLASH PAD -SPOT ELEV -STREETSCAPE -SYSTEM -SYSTEM-HATCH -TEXT -TEXT-COMP LBL -TEXT-DRANAE AREA -TEXT-LOCATON PLAN -TEXT-MATCHLNE -TEXT-MSC -TEXT-PLAN -TOPO -TOPO-TEXT -TREE -TREE-TEXT -TRENCH DRAN -TRENCH DRAN-RATE -UTL-SEWER -UTL-WATER DESN TEMPLATE LAYERS R-DRANAE AREA R-RASS R-REEN ROOF R-NFLTRATON BASN R-PAVEMENT 1 R-PAVEMENT 2 R-PAVEMENT 3 R-PLANTER 1 R-PLANTER 2 R-PLANTER 3 R-PLANTER 4 R-PLAY SURFACE R-RAN ARDEN 1 R-RAN ARDEN 2 R-RAN ARDEN 3 R-RAN ARDEN 4 R-RAN ARDEN 5 R-RAN ARDEN 6 R-RAN ARDEN 7 R-SPRAYPARK 1 R-SPRAYPARK 2 R-SPRAYPARK 3 R-STREETS R-SWALE R-TEXT R-TEXT FLOW ARROW R-TEXT MAP TTLE R-TEXT NUMBERS R-TREE TRENCH 1 R-TREE TRENCH 2 R-TREES -WALL -WER

28 PROPOSED LNETYPES AND HATCHN LOCATON / PLAN VEW PROFLE VEW (1" = 10') SECTON VEW ( 1 4" = 1') TEM COLOR LNE/ HATCH TYPE SCALE HATCH ANLE LNE/ HATCH TYPE SCALE HATCH ANLE LNE/ HATCH TYPE SCALE HATCH ANLE TRENCH OUTLNE 4 W = 0.5 CONT. CONT. TRENCH HATCH 151 DOTS FOR 20 SCALE LOC. PLAN: 10 FOR 30 SCALE LOC. PLAN: 15 FOR 40 SCALE LOC. PLAN: 20 N/A N/A N/A N/A N/A N/A SOLD PPE 4 CONTNUOUS CONT. CONT. PERFORATED PPE 4 PERFORATED PPE* CONT. CONT. PERF. DST. PPE HATCH 7 N/A N/A N/A HEX HEX PERF. UNDERDRAN HATCH 7 N/A N/A N/A HEX HEX STONE HATCH 252 N/A N/A N/A RAVEL RAVEL SOL HATCH 252 N/A N/A N/A EARTH EARTH SAND HATCH 3 N/A N/A N/A AR-SAND AR-SAND CONCRETE HATCH 252 N/A N/A N/A AR-CONC AR-CONC RASS RASS RASS RASS VARES PROPOSED PAVEMENT 222 AR-CONC FOR 20 SCALE LOC. PLAN: 1 FOR 30 SCALE LOC. PLAN: 5 FOR 40 SCALE LOC. PLAN: 10 N/A N/A N/A N/A N/A N/A PERVOUS PAVERS/ ASPHALT 222 TRAN FOR 20 SCALE LOC. PLAN: 5 FOR 30 SCALE LOC. PLAN: 10 FOR 40 SCALE LOC. PLAN: 15 N/A N/A N/A N/A N/A N/A PROPOSED FENCE 11 FENCELNEX FENCELNE X FENCELNE X X X X X X DWY REPLACE OUTLNE 2 CONTNUOUS CONT. CONT. DRVEWAY REPLACE HATCH 254 LNE 0.5 VARES N/A N/A N/A N/A N/A N/A DRANAE AREA OUTLNE 241 DA DA* DA N/A N/A N/A N/A N/A N/A LMT OF DSTURBANCE 241 LOD LOD* LOD N/A N/A N/A N/A N/A N/A EOMEMBRANE LNER 252 PLAST 10 N/A N/A N/A N/A N/A N/A N/A WER* WER WER WER 4 SF* SLT FENCE 15 SF SF N/A N/A N/A N/A N/A N/A LOD/SLT FENCE 241 LOD SF* LOD/SF N/A N/A N/A N/A N/A N/A PAVEMENT RESTORATON 222 DASHED2 N/A N/A N/A N/A N/A N/A SAWCUT LNE 222 DVDE2 N/A N/A N/A N/A N/A N/A DEMOLTON LNE 1 DEMOLTON* XXXXXXXXXXXXXXX N/A N/A N/A N/A N/A N/A *USER DEFNED LNETYPE. PLEASE REFER TO THE CAD STANDARDS MANUAL FOR LNETYPE LOADN NSTRUCTONS. NOTE: SET DSPLAY ORDER FOR ALL HATCHN TO THE BACK OBJECTS SHOWN ARE SET TO A VEWPORT SCALE OF 1"=10'.

29 S Drawing Requirements Attachme ent D: Lettering The following details the proper lettering style for text on a drawing.

30 0% SLOPE 0.10" ANT-SEEP COLLARS (TYP) CLEANOUT (TYP) RESTORE RASS STRP WTH STRAHT EDE TREE PT (SEE TYPCAL DETAL ON SHEET -29) PROPOSED CALLOUTS, UPPER CASE, ARAL BOLD FONT A 8" PERFORATED HDPE DSTRBUTON 0.5% SLOPE C/R NLET 4' HWY RATE NLET 22'-8" ECT TO EXSTN VCP PE WTH CONC. COLLAR PROPOSED DMENSONS, ARAL BOLD FONT 136' A 10' 0.24" 71ST STREET